Ultrasonic guided wave-based pipeline defect detection is crucial for achieving efficient and cost-effective structural health monitoring of pipelines. However, signal attenuation and noise interference during wave propagation severely hinder the accurate identification of defect signals. To address this challenge, a Time-Frequency Attention Network (TFA_Net) is proposed, integrating time-frequency domain signal processing with deep learning techniques to improve defect recognition accuracy and enhance noise robustness in ultrasonic guided wave signals. First, the Ultrasonic Guided Wave Defect Dataset (UGW-Dataset) was established, including experimental and simulated data, covering cracks and corrosion defects of various sizes and shapes. Next, a time-frequency attention block (TFA_Block) was designed in TFA_Net to perform multi-scale feature extraction in both time and frequency domains, enabling effective capture of global and local characteristics of defect signals. Experimental results demonstrate that TFA_Net achieves a defect recognition accuracy of 99.4 % on the UGW-Dataset, confirming its exceptional feature extraction and defect recognition capabilities. Furthermore, TFA_Block significantly enhances the robustness of TFA_Net within the signal-to-noise ratio (SNR) range from 40 dB to 10 dB, effectively mitigating the negative impact of noise on recognition accuracy. This study provides an efficient and noise-resilient approach for defect recognition in pipeline structural health monitoring (SHM).
{"title":"TFA_Net: A time-frequency attention network for enhancing defect recognition and noise robustness in ultrasonic guided wave pipeline inspection","authors":"Yunliang Zhao , Donglin Tang , Chao Ding , Heng Cheng","doi":"10.1016/j.ijpvp.2025.105735","DOIUrl":"10.1016/j.ijpvp.2025.105735","url":null,"abstract":"<div><div>Ultrasonic guided wave-based pipeline defect detection is crucial for achieving efficient and cost-effective structural health monitoring of pipelines. However, signal attenuation and noise interference during wave propagation severely hinder the accurate identification of defect signals. To address this challenge, a Time-Frequency Attention Network (TFA_Net) is proposed, integrating time-frequency domain signal processing with deep learning techniques to improve defect recognition accuracy and enhance noise robustness in ultrasonic guided wave signals. First, the Ultrasonic Guided Wave Defect Dataset (UGW-Dataset) was established, including experimental and simulated data, covering cracks and corrosion defects of various sizes and shapes. Next, a time-frequency attention block (TFA_Block) was designed in TFA_Net to perform multi-scale feature extraction in both time and frequency domains, enabling effective capture of global and local characteristics of defect signals. Experimental results demonstrate that TFA_Net achieves a defect recognition accuracy of 99.4 % on the UGW-Dataset, confirming its exceptional feature extraction and defect recognition capabilities. Furthermore, TFA_Block significantly enhances the robustness of TFA_Net within the signal-to-noise ratio (SNR) range from 40 dB to 10 dB, effectively mitigating the negative impact of noise on recognition accuracy. This study provides an efficient and noise-resilient approach for defect recognition in pipeline structural health monitoring (SHM).</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105735"},"PeriodicalIF":3.5,"publicationDate":"2025-12-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145883893","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-12-25DOI: 10.1016/j.ijpvp.2025.105737
Abdul Rahman Shaik , V. Karthik , Aishwary Vardhan Pandey , R. Divakar
The deformation behaviour of a small punch (SP) test specimen with a longitudinal notch is investigated using finite element (FE) simulations and three-dimensional digital image correlation (3D-DIC) technique. The sensitivity of the SP test to notch geometry such as notch depth, width, and tip radius with regard to the force–deflection response and stress triaxiality are assessed through FE simulations. The integration of stereo-DIC with the SP test setup enabled real-time tracking of notch mouth opening displacement (δSPT) via a virtual extensometer. Through FE simulation and experiments, the trends of δSPT for different ductile materials such as 316LN stainless steel, Modified 9Cr-1Mo steel, and Fe-3.5Ni steel indicated that maximum δSPT consistently occurred at a radial distance of 0.61–0.62 mm from the specimen center. The crack initiation site was confirmed, via scanning electron microscopy examination of deformed specimens from interrupted tests, to occur at the same radial location. A linear correlation was established between δSPT at the onset of plastic instability and the crack tip opening displacement δIc derived from standard single-edge notched bend tests. Notched SP specimens, when combined with DIC and supported by FE modeling, can effectively characterize fracture initiation behaviour. However, the differences in stress state, notch sharpness, and crack driving force must be carefully considered for accurate correlation with standard fracture toughness parameters and reliable application across different material systems.
{"title":"Fracture toughness estimation from notched small punch test using 3D-DIC","authors":"Abdul Rahman Shaik , V. Karthik , Aishwary Vardhan Pandey , R. Divakar","doi":"10.1016/j.ijpvp.2025.105737","DOIUrl":"10.1016/j.ijpvp.2025.105737","url":null,"abstract":"<div><div>The deformation behaviour of a small punch (SP) test specimen with a longitudinal notch is investigated using finite element (FE) simulations and three-dimensional digital image correlation (3D-DIC) technique. The sensitivity of the SP test to notch geometry such as notch depth, width, and tip radius with regard to the force–deflection response and stress triaxiality are assessed through FE simulations. The integration of stereo-DIC with the SP test setup enabled real-time tracking of notch mouth opening displacement (δ<sub>SPT</sub>) via a virtual extensometer. Through FE simulation and experiments, the trends of δ<sub>SPT</sub> for different ductile materials such as 316LN stainless steel, Modified 9Cr-1Mo steel, and Fe-3.5Ni steel indicated that maximum δ<sub>SPT</sub> consistently occurred at a radial distance of 0.61–0.62 mm from the specimen center. The crack initiation site was confirmed, via scanning electron microscopy examination of deformed specimens from interrupted tests, to occur at the same radial location. A linear correlation was established between δ<sub>SPT</sub> at the onset of plastic instability and the crack tip opening displacement δ<sub>Ic</sub> derived from standard single-edge notched bend tests. Notched SP specimens, when combined with DIC and supported by FE modeling, can effectively characterize fracture initiation behaviour. However, the differences in stress state, notch sharpness, and crack driving force must be carefully considered for accurate correlation with standard fracture toughness parameters and reliable application across different material systems.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105737"},"PeriodicalIF":3.5,"publicationDate":"2025-12-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145883895","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
This research work investigates the dissimilar Gas Metal Arc welding (GMAW) of Inconel 718 (IN718) and austenitic stainless steel (ASS304L), utilizing Ni-based filler materials (FMs) ERNiCrCoMo-1 and ERNiCr-3. The dissimilar welds were evaluated for microstructural and mechanical properties performance for high-temperature service conditions. Optical microscopy reveals a partially melted zone (PMZ) and an unmixed zone (UZ) at the weld interfaces, along with the evolution of columnar, cellular, and equiaxed dendritic structures within the weld metals (WMs). The WMs indicate the micro segregation of the weld metal (WM) alloying elements in the form of secondary phases. Scanning Electron Microscope (SEM) equipped with Energy-Dispersive Spectroscopy (EDS) analysis of the weld precipitates indicated that they were enriched in Cr, Mo, and Co-rich carbide phases, which were present in the ERNiCrCoMo-1 WM. Whereas ERNiCr-3 experiences the occurrence of NbC, Ti (C, N), and Cr23C6 phases along the interdendritic spaces. Electron Backscatter Diffraction (EBSD) results highlight the coarse weld microstructures of ERNiCr-3 WM than the ERNiCrCoMo-1 WM. The weld metal microstructures exhibit an improvement in crystallographic texture than the HAZ and base materials (BMs) analysed by inverse pole figures (IPF) and pole figures (PF) maps. The Vickers microhardness of ERNiCrCoMo-1 WM, compared to ERNiCr-3 WM. Room-temperature tensile testing revealed superior performance of ERNiCrCoMo-1 welds (UTS: 690 MPa) over ERNiCr-3 (UTS: 640 MPa). Fractographic SEM indicated ductile fracture for ERNiCrCoMo-1 (failure at ASS304L BM), while ERNiCr-3 failed within the WM, showing mixed-mode features and interdendritic NbC-induced brittleness. At ambient temperature, Charpy impact testing indicated significantly higher toughness in the ERNiCr-3 weld than in the ERNiCrCoMo-1 weld, with both exceeding the 47 J threshold per EN ISO 3580:2017. The impact specimens showed fine dimples and ductile features at the heat-affected zones, with relatively brittle fracture features at the weld center.
{"title":"Dissimilar gas metal arc welding (GMAW) of Inconel 718 and 304L stainless steel: a comparative study of ERNiCrCoMo-1 and ERNiCr-3 filler metals","authors":"Niraj Kumar , Prakash Kumar , Dariusz Fydrych , Chandan Pandey","doi":"10.1016/j.ijpvp.2025.105732","DOIUrl":"10.1016/j.ijpvp.2025.105732","url":null,"abstract":"<div><div>This research work investigates the dissimilar Gas Metal Arc welding (GMAW) of Inconel 718 (IN718) and austenitic stainless steel (ASS304L), utilizing Ni-based filler materials (FMs) ERNiCrCoMo-1 and ERNiCr-3. The dissimilar welds were evaluated for microstructural and mechanical properties performance for high-temperature service conditions. Optical microscopy reveals a partially melted zone (PMZ) and an unmixed zone (UZ) at the weld interfaces, along with the evolution of columnar, cellular, and equiaxed dendritic structures within the weld metals (WMs). The WMs indicate the micro segregation of the weld metal (WM) alloying elements in the form of secondary phases. Scanning Electron Microscope (SEM) equipped with Energy-Dispersive Spectroscopy (EDS) analysis of the weld precipitates indicated that they were enriched in Cr, Mo, and Co-rich carbide phases, which were present in the ERNiCrCoMo-1 WM. Whereas ERNiCr-3 experiences the occurrence of NbC, Ti (C, N), and Cr<sub>23</sub>C<sub>6</sub> phases along the interdendritic spaces. Electron Backscatter Diffraction (EBSD) results highlight the coarse weld microstructures of ERNiCr-3 WM than the ERNiCrCoMo-1 WM. The weld metal microstructures exhibit an improvement in crystallographic texture than the HAZ and base materials (BMs) analysed by inverse pole figures (IPF) and pole figures (PF) maps. The Vickers microhardness of ERNiCrCoMo-1 WM, compared to ERNiCr-3 WM. Room-temperature tensile testing revealed superior performance of ERNiCrCoMo-1 welds (UTS: 690 MPa) over ERNiCr-3 (UTS: 640 MPa). Fractographic SEM indicated ductile fracture for ERNiCrCoMo-1 (failure at ASS304L BM), while ERNiCr-3 failed within the WM, showing mixed-mode features and interdendritic NbC-induced brittleness. At ambient temperature, Charpy impact testing indicated significantly higher toughness in the ERNiCr-3 weld than in the ERNiCrCoMo-1 weld, with both exceeding the 47 J threshold per EN ISO 3580:2017. The impact specimens showed fine dimples and ductile features at the heat-affected zones, with relatively brittle fracture features at the weld center.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105732"},"PeriodicalIF":3.5,"publicationDate":"2025-12-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145840274","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-12-20DOI: 10.1016/j.ijpvp.2025.105708
Wanying Liu , Zeyang Lin , Xinyu Zhu , Yu Lu , Zhi Zhang , Yongbo Yan , Zuoyuan Fan , Yusi Zhu
The corrosion-induced perforation of a 20# steel elbow in a natural gas pipeline was investigated by systematic failure analysis. Experimental methods included macro- and micro-examination, chemical and mechanical testing, microstructural characterization, and corrosion products analysis including EDS/XRD/XPS along with electrochemical measurements. Results indicate that Si and C equivalents do not meet the requirements of GB/T 9711–2017. The elbow material has the characteristics of high strength and low toughness. Microscopic organization inhomogeneity and non-metallic inclusion (Al2O3/SiO2) enrichment phenomenon existed in the perforation area. That induced the microelectrochemical corrosion. Loose corrosion products were FeCO3, Fe3O4 and FeOOH. Under the synergistic effect of CO2, Cl− invasion and sand particle scouring, the corrosion initiated from the inner wall of the elbow and extended stepwise to outside, which eventually led to perforation of the pipe wall. The failure is ascribed to the pitting perforation caused by the synergistic effect of material defects, corrosive medium and mechanical factors. The corrosion mechanism is the interaction of electrochemical corrosion and impingement corrosion.
{"title":"Root cause analysis of corrosion-induced perforation in a natural gas pipeline elbow","authors":"Wanying Liu , Zeyang Lin , Xinyu Zhu , Yu Lu , Zhi Zhang , Yongbo Yan , Zuoyuan Fan , Yusi Zhu","doi":"10.1016/j.ijpvp.2025.105708","DOIUrl":"10.1016/j.ijpvp.2025.105708","url":null,"abstract":"<div><div>The corrosion-induced perforation of a 20# steel elbow in a natural gas pipeline was investigated by systematic failure analysis. Experimental methods included macro- and micro-examination, chemical and mechanical testing, microstructural characterization, and corrosion products analysis including EDS/XRD/XPS along with electrochemical measurements. Results indicate that Si and C equivalents do not meet the requirements of GB/T 9711–2017. The elbow material has the characteristics of high strength and low toughness. Microscopic organization inhomogeneity and non-metallic inclusion (Al<sub>2</sub>O<sub>3</sub>/SiO<sub>2</sub>) enrichment phenomenon existed in the perforation area. That induced the microelectrochemical corrosion. Loose corrosion products were FeCO<sub>3</sub>, Fe<sub>3</sub>O<sub>4</sub> and FeOOH. Under the synergistic effect of CO<sub>2</sub>, Cl<sup>−</sup> invasion and sand particle scouring, the corrosion initiated from the inner wall of the elbow and extended stepwise to outside, which eventually led to perforation of the pipe wall. The failure is ascribed to the pitting perforation caused by the synergistic effect of material defects, corrosive medium and mechanical factors. The corrosion mechanism is the interaction of electrochemical corrosion and impingement corrosion.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105708"},"PeriodicalIF":3.5,"publicationDate":"2025-12-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145840355","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-12-19DOI: 10.1016/j.ijpvp.2025.105736
Yuxuan Wu, Cuixiang Pei, Zhenmao Chen
Ultrasonic total focusing imaging method (TFM) with using full matrix capture (FMC) has been widely used for high-resolution imaging of internal flaws in metal structures. However, the detection ability of the ultrasonic TFM for deep and small flaw in thick structures is limited, due to the limited signal energy with a single excitation element in each testing. In this paper, an enhanced ultrasonic TFM with pulse compression and phase coherence is proposed for small flaw inspection in thick-walled structures. Numerical simulations are performed to validate the feasibility of combining pulse compression and phase coherence to enhance the performance of TFM. Furthermore, an enhanced ultrasonic TFM testing system is developed. Experimental results demonstrate that the both the SNR and detecting sensitivity for small flaws in thick-walled structures are significantly improved with the proposed method.
{"title":"An enhanced ultrasonic total focusing method combining pulse compression and phase coherence for thick-walled metal structures","authors":"Yuxuan Wu, Cuixiang Pei, Zhenmao Chen","doi":"10.1016/j.ijpvp.2025.105736","DOIUrl":"10.1016/j.ijpvp.2025.105736","url":null,"abstract":"<div><div>Ultrasonic total focusing imaging method (TFM) with using full matrix capture (FMC) has been widely used for high-resolution imaging of internal flaws in metal structures. However, the detection ability of the ultrasonic TFM for deep and small flaw in thick structures is limited, due to the limited signal energy with a single excitation element in each testing. In this paper, an enhanced ultrasonic TFM with pulse compression and phase coherence is proposed for small flaw inspection in thick-walled structures. Numerical simulations are performed to validate the feasibility of combining pulse compression and phase coherence to enhance the performance of TFM. Furthermore, an enhanced ultrasonic TFM testing system is developed. Experimental results demonstrate that the both the SNR and detecting sensitivity for small flaws in thick-walled structures are significantly improved with the proposed method.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105736"},"PeriodicalIF":3.5,"publicationDate":"2025-12-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145883894","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-12-19DOI: 10.1016/j.ijpvp.2025.105733
Wenhui Liu , Chenkai Xu , Honghui Chen , You Zhang
This study investigates the electrochemical corrosion behavior of X80 pipeline steel immersed in soil leachates from Hami and Yingtan regions. The corrosion behavior of X80 steel in alkaline (Hami) and acidic (Yingtan) soil leachates was evaluated by electrochemical tests (Polarization and WBE), surface analysis (SEM/EDS, XRD) and SKP mapping. Results indicate Hami soil's alkaline leachate promotes protective films and iron oxide/hydroxide formation, while Yingtan soil's acidic leachate induces hydrogen evolution corrosion. Hami-exposed samples show substantial corrosion product accumulation in 7 days. The heat-affected zone (HAZ) initially exhibits the highest corrosion tendency, decreasing with time, contrasting with accelerated corrosion in the base metal (BM) and intermediate response in weld metal (WM). This study offers insights into X80 pipeline steel's corrosion mechanisms in different soils, emphasizing local soil conditions' crucial role in corrosion behavior.
{"title":"Electrochemical corrosion behavior of X80 pipeline steel in acidic and alkaline soil leachates","authors":"Wenhui Liu , Chenkai Xu , Honghui Chen , You Zhang","doi":"10.1016/j.ijpvp.2025.105733","DOIUrl":"10.1016/j.ijpvp.2025.105733","url":null,"abstract":"<div><div>This study investigates the electrochemical corrosion behavior of X80 pipeline steel immersed in soil leachates from Hami and Yingtan regions. The corrosion behavior of X80 steel in alkaline (Hami) and acidic (Yingtan) soil leachates was evaluated by electrochemical tests (Polarization and WBE), surface analysis (SEM/EDS, XRD) and SKP mapping. Results indicate Hami soil's alkaline leachate promotes protective films and iron oxide/hydroxide formation, while Yingtan soil's acidic leachate induces hydrogen evolution corrosion. Hami-exposed samples show substantial corrosion product accumulation in 7 days. The heat-affected zone (HAZ) initially exhibits the highest corrosion tendency, decreasing with time, contrasting with accelerated corrosion in the base metal (BM) and intermediate response in weld metal (WM). This study offers insights into X80 pipeline steel's corrosion mechanisms in different soils, emphasizing local soil conditions' crucial role in corrosion behavior.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105733"},"PeriodicalIF":3.5,"publicationDate":"2025-12-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145883361","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-12-16DOI: 10.1016/j.ijpvp.2025.105731
Yukun Li , Shuang Zhao , Lu Jiang , Yi Li , Xinlei Wu , Siyuan Ren , Baipeng Ding , Buyun Huang
X80 pipeline steel is widely used in long-distance oil and gas transportation due to its high strength and toughness. However, reducing wall thickness to cut costs can lead to stress concentration during forming and under external loads. Since stress can significantly alter the magnetic properties of ferromagnetic materials, magnetic characterization techniques provide a promising approach for stress evaluation; Nevertheless, variations in magnetic parameters caused by plastic strain introduce challenges in accurate stress assessment. In this study, we performed a series of uniaxial tension tests to introduce different levels of plastic strain and identified two hardening stages: an internal stress-dominated stage and a dislocation density-dominated stage. Corresponding models were used to describe their influence on magnetic behavior. Based on the energy minimization principle, the relationship between coercivity and stress under uniaxial loading was derived. A magneto-mechanical behavior model for the elastoplastic stage was then established by incorporating the effect of internal stress and dislocation density. The coercivity variation under combined elastic-plastic deformation was subsequently analyzed. Theoretical predictions show good agreement with experimental results, and a representative example was presented to demonstrate the model's applicability in engineering contexts.
{"title":"A magneto-mechanical model for X80 pipeline steel considering elastoplastic deformation","authors":"Yukun Li , Shuang Zhao , Lu Jiang , Yi Li , Xinlei Wu , Siyuan Ren , Baipeng Ding , Buyun Huang","doi":"10.1016/j.ijpvp.2025.105731","DOIUrl":"10.1016/j.ijpvp.2025.105731","url":null,"abstract":"<div><div>X80 pipeline steel is widely used in long-distance oil and gas transportation due to its high strength and toughness. However, reducing wall thickness to cut costs can lead to stress concentration during forming and under external loads. Since stress can significantly alter the magnetic properties of ferromagnetic materials, magnetic characterization techniques provide a promising approach for stress evaluation; Nevertheless, variations in magnetic parameters caused by plastic strain introduce challenges in accurate stress assessment. In this study, we performed a series of uniaxial tension tests to introduce different levels of plastic strain and identified two hardening stages: an internal stress-dominated stage and a dislocation density-dominated stage. Corresponding models were used to describe their influence on magnetic behavior. Based on the energy minimization principle, the relationship between coercivity and stress under uniaxial loading was derived. A magneto-mechanical behavior model for the elastoplastic stage was then established by incorporating the effect of internal stress and dislocation density. The coercivity variation under combined elastic-plastic deformation was subsequently analyzed. Theoretical predictions show good agreement with experimental results, and a representative example was presented to demonstrate the model's applicability in engineering contexts.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105731"},"PeriodicalIF":3.5,"publicationDate":"2025-12-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145790325","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-12-11DOI: 10.1016/j.ijpvp.2025.105728
Qinghui Zhang , Baoyin Zhu , Xiao Jin , Dongfeng Li , Gaocan Luan , Shuitao Gu , Gongye Zhang , Hongjun Liu
Flexible operation for deep peak-shaving has shifted the degradation of main-steam piping from being creep-dominated to a pronounced creep-fatigue interaction. This study investigates the creep-fatigue behavior of long-serviced P92 steel taken from a main steam pipe after approximately 90,000 h in service at 605 °C. Strain-controlled creep-fatigue tests with varied strain amplitude, tensile hold time and strain ratio are conducted to characterize cyclic response. The results indicate that the material generally exhibits a three-stage cyclic softening behavior. Increasing strain amplitude and hold time significantly accelerates softening, enhances time-dependent strain accumulation and reduces life, whereas a higher strain ratio suppresses inelastic strain accumulation and improves life. A non-unified constitutive framework, combined with a strain energy density exhaustion model based on a cycle-by-cycle concept, successfully captures the observed cyclic responses and life trends. This study elucidates the competitive failure mechanisms of long-serviced P92 steel under creep-fatigue loading conditions, providing essential data and analytical methods for reliable engineering assessments.
{"title":"Creep–fatigue behavior and damage analysis of long-serviced P92 martensitic steel under deep peak-shaving conditions","authors":"Qinghui Zhang , Baoyin Zhu , Xiao Jin , Dongfeng Li , Gaocan Luan , Shuitao Gu , Gongye Zhang , Hongjun Liu","doi":"10.1016/j.ijpvp.2025.105728","DOIUrl":"10.1016/j.ijpvp.2025.105728","url":null,"abstract":"<div><div>Flexible operation for deep peak-shaving has shifted the degradation of main-steam piping from being creep-dominated to a pronounced creep-fatigue interaction. This study investigates the creep-fatigue behavior of long-serviced P92 steel taken from a main steam pipe after approximately 90,000 h in service at 605 °C. Strain-controlled creep-fatigue tests with varied strain amplitude, tensile hold time and strain ratio are conducted to characterize cyclic response. The results indicate that the material generally exhibits a three-stage cyclic softening behavior. Increasing strain amplitude and hold time significantly accelerates softening, enhances time-dependent strain accumulation and reduces life, whereas a higher strain ratio suppresses inelastic strain accumulation and improves life. A non-unified constitutive framework, combined with a strain energy density exhaustion model based on a cycle-by-cycle concept, successfully captures the observed cyclic responses and life trends. This study elucidates the competitive failure mechanisms of long-serviced P92 steel under creep-fatigue loading conditions, providing essential data and analytical methods for reliable engineering assessments.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105728"},"PeriodicalIF":3.5,"publicationDate":"2025-12-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145790327","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-12-11DOI: 10.1016/j.ijpvp.2025.105730
Yubo Huang , Zhengchi Li , Zhoujin Lv , Wen Qi , Chenghong Duan , Bao Wang
The prestressed wire-winding technique is widely employed in the design of ultra-high pressure vessels for isostatic pressing equipment, with the primary objective of providing the cylindrical body with a prestress to enhance structural safety. Conventional design approaches are mostly based on the Tresca strength criterion, ensuring that the wound wire sustains a constant Tresca equivalent stress (i.e., constant shear stress) under working conditions. However, the Tresca theory is relatively conservative, which limits the full utilization of the mechanical properties of the wire material and fails to accurately characterize its failure behavior. In this study, a design method for constant von Mises stress winding was derived and refined based on the differential equations of mechanical equilibrium for the wire-wound layers. A power-law polynomial fitting of the stress distribution curve was further introduced to simplify the computational procedure. The proposed method is applicable to various types of wire-wound vessels, with R2 exceeding 0.999 for the fitted results. A case study on a 600 MPa ultra-high pressure vessel was carried out to validate the effectiveness of the proposed design method through finite element simulations. The von Mises stresses of the wires under working condition were uniformly distributed, and the relative deviation from the designed values was less than 3.5 %. Compared with the constant shear stress winding approach, the constant von Mises stress design reduced the average design stress of the wire by 8 % and saved approximately 25 % of wire material under the same vessel configuration, demonstrating significant advantages in both performance and efficiency.
{"title":"A design approach for wire-wound ultra-high pressure vessels in isostatic pressing systems based on constant von Mises stress criterion","authors":"Yubo Huang , Zhengchi Li , Zhoujin Lv , Wen Qi , Chenghong Duan , Bao Wang","doi":"10.1016/j.ijpvp.2025.105730","DOIUrl":"10.1016/j.ijpvp.2025.105730","url":null,"abstract":"<div><div>The prestressed wire-winding technique is widely employed in the design of ultra-high pressure vessels for isostatic pressing equipment, with the primary objective of providing the cylindrical body with a prestress to enhance structural safety. Conventional design approaches are mostly based on the Tresca strength criterion, ensuring that the wound wire sustains a constant Tresca equivalent stress (i.e., constant shear stress) under working conditions. However, the Tresca theory is relatively conservative, which limits the full utilization of the mechanical properties of the wire material and fails to accurately characterize its failure behavior. In this study, a design method for constant von Mises stress winding was derived and refined based on the differential equations of mechanical equilibrium for the wire-wound layers. A power-law polynomial fitting of the stress distribution curve was further introduced to simplify the computational procedure. The proposed method is applicable to various types of wire-wound vessels, with R<sup>2</sup> exceeding 0.999 for the fitted results. A case study on a 600 MPa ultra-high pressure vessel was carried out to validate the effectiveness of the proposed design method through finite element simulations. The von Mises stresses of the wires under working condition were uniformly distributed, and the relative deviation from the designed values was less than 3.5 %. Compared with the constant shear stress winding approach, the constant von Mises stress design reduced the average design stress of the wire by 8 % and saved approximately 25 % of wire material under the same vessel configuration, demonstrating significant advantages in both performance and efficiency.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105730"},"PeriodicalIF":3.5,"publicationDate":"2025-12-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145790326","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2025-12-09DOI: 10.1016/j.ijpvp.2025.105729
Menglin Gao , Shengjun Xia , Chunfa Huang , Xing Hu , Shuaiheng Liang , Wenlu Zhang , Ziqiang Wang , Wei Liu , Qiulin Li
In-service assessment of structural material degradation, whose essence is to infer mechanical behavior from physical properties, is crucial for infrastructure safety. Machine learning offers a promising approach for establishing quantitative relationships between physical and mechanical properties, but its application in specific engineering fields is challenged by insufficient experimental data. Here, we propose a novel data augmentation method based on multiscale microstructure evolution. Specifically, high-throughput scanning electron microscopy combined with a U-Net model was employed to quantitatively analyze precipitate evolution during creep degradation. Additionally, cross-scale characterization techniques were integrated to acquire grain size and dislocation density information. Computational models correlating microstructural features with physical and mechanical properties were developed to enable data augmentation. Finally, we present a multi-fidelity neural network that integrates generated low-fidelity data with experimental high-fidelity data, achieving high prediction accuracy and generalizability. This work provides a new framework for developing in-service assessments of material properties, demonstrating broad applicability, while acknowledging that the current high-fidelity dataset is limited and future data will further strengthen statistical robustness.
{"title":"Inferring mechanical behavior from physical properties based on multiscale microstructure evolution and deep learning","authors":"Menglin Gao , Shengjun Xia , Chunfa Huang , Xing Hu , Shuaiheng Liang , Wenlu Zhang , Ziqiang Wang , Wei Liu , Qiulin Li","doi":"10.1016/j.ijpvp.2025.105729","DOIUrl":"10.1016/j.ijpvp.2025.105729","url":null,"abstract":"<div><div>In-service assessment of structural material degradation, whose essence is to infer mechanical behavior from physical properties, is crucial for infrastructure safety. Machine learning offers a promising approach for establishing quantitative relationships between physical and mechanical properties, but its application in specific engineering fields is challenged by insufficient experimental data. Here, we propose a novel data augmentation method based on multiscale microstructure evolution. Specifically, high-throughput scanning electron microscopy combined with a U-Net model was employed to quantitatively analyze precipitate evolution during creep degradation. Additionally, cross-scale characterization techniques were integrated to acquire grain size and dislocation density information. Computational models correlating microstructural features with physical and mechanical properties were developed to enable data augmentation. Finally, we present a multi-fidelity neural network that integrates generated low-fidelity data with experimental high-fidelity data, achieving high prediction accuracy and generalizability. This work provides a new framework for developing in-service assessments of material properties, demonstrating broad applicability, while acknowledging that the current high-fidelity dataset is limited and future data will further strengthen statistical robustness.</div></div>","PeriodicalId":54946,"journal":{"name":"International Journal of Pressure Vessels and Piping","volume":"220 ","pages":"Article 105729"},"PeriodicalIF":3.5,"publicationDate":"2025-12-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145737102","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}