Advances in Engineering Software最新文献

{"title":"A dual-stage combined displacement prediction model for concrete dam based on adaptive time series decomposition noise reduction and residual chaotic feature separation","authors":"Yu Gu ,&nbsp;Zhiping Wen ,&nbsp;Huaizhi Su ,&nbsp;Zheng Fang","doi":"10.1016/j.advengsoft.2025.104045","DOIUrl":"10.1016/j.advengsoft.2025.104045","url":null,"abstract":"<div><div>High-precision analysis and prediction of dam displacement is a crucial strategy to grasp the working attitude of dams and diagnose dam anomalies. However, the existing models often fail to accurately identify the interference noise existing in the form of short-frequency and small-fluctuations, resulting in the masking of the true deformation features. Meanwhile, existing studies often focus on one-stage prediction models, discarding the rich and valuable information contained in the residual sequence. Furthermore, the existing dual-stage models often fail to deeply consider the chaotic characteristics existing in the residuals. Therefore, this paper proposes a dual-stage combined displacement prediction model for concrete dam identifying the displacement sequence interference noise and considering the chaotic characteristics of the residual sequence. Firstly, the adaptive noise complete empirical mode decomposition, the improved sparrow search algorithm and the threshold evaluation index are combined to adaptively achieve the optimal decomposition noise reduction and retain the effective deformation features. Secondly, a gradient boosting tree is utilized to fit the effective component and combine it with the processed noise component to build a high-quality residual sequence that is rich in information. Thirdly, the residual sequence is decomposed into intrinsic mode functions with different temporal characteristics by utilizing the optimized variational mode decomposition. Finally, construct a chaotic time series based on chaos theory. Taking the sample entropy as the basis of judgement, for high-frequency components, the gradient boosting tree algorithm is utilized to capture their dynamic features. For low-frequency components, the depth-separable convolutional neural network, multi-head attention mechanism and bidirectional long short-term memory neural network are organically combined to comprehensively learn the deformation features. Case analysis shows that the RMSE of the model proposed in this paper in the measurement point PL11–5 sequence has reached an astonishing 0.0794, and the maximum improvement degree compared with the control model has reached 79.35 %. The results show that this model obtains strong generalization ability and high robustness, and can provide reference for dam safety monitoring.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104045"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145321137","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}

{"title":"A comparative study on vibration signal separation in planetary gear sets based on dynamic modeling and parameter identification","authors":"Shunan Luo","doi":"10.1016/j.advengsoft.2025.104040","DOIUrl":"10.1016/j.advengsoft.2025.104040","url":null,"abstract":"<div><div>The gearbox vibration of a planetary gear set is caused by multiple meshing excitations associated with different gear pairs. Decoupling the vibration signal helps analyze the influence of each gear pair on the vibration response of the planetary gear set. To achieve this, a dynamic model and a vibration signal model are proposed in this study. In the dynamic model, the flexibility of the ring gear is considered, and the vibration response of each gear pair is calculated separately. The vibration signal model incorporates the characteristics of the vibration signal and its transfer paths. A parameter identification technique based on the particle swarm optimization (PSO) algorithm is applied to estimate the unknown parameters. The vibration response corresponding to each gear pair is constructed according to identified parameters and vibration signal model. The effectiveness of the proposed methods is validated through experiments conducted on a planetary gear test rig. Results demonstrate the ability of the proposed methods to separate gearbox vibration components. Compared with the dynamic model, the vibration signal model combined with parameter identification is easier to implement for this task.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104040"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145096631","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}

{"title":"MYIGWO: A grey wolf optimizer with dual mutation and chaotic adaptive neighborhood for engineering problems and path planning","authors":"Hongyang Zhao ,&nbsp;Ke Zhang ,&nbsp;Xingdong Li ,&nbsp;Jing Jin","doi":"10.1016/j.advengsoft.2025.104044","DOIUrl":"10.1016/j.advengsoft.2025.104044","url":null,"abstract":"<div><div>Metaheuristic algorithms are widely recognized as valuable optimization tools in numerous real-world applications due to their strong global search abilities, adaptability, and robustness. The grey wolf optimizer (GWO) is a widely adopted classical algorithm in this field, with IGWO representing a prominent improved version. To overcome the shortcomings of IGWO in global exploration, the imbalance between exploitation and exploration, and the static nature of neighbor selection in the DLH strategy, this paper introduces a novel metaheuristic algorithm called MYIGWO. The algorithm integrates a dual mutation strategy, adaptively selecting mutated individuals via differential random perturbations. By ranking individuals according to fitness, Cauchy mutation is applied to some lower performing individuals to strengthen global exploration, while the remaining selected individuals are subjected to polynomial mutation to enhance convergence speed and the ability to avoid local optima. Additionally, a directional correction is introduced to the mutated individuals to stabilize the mutation outcomes. Lastly, the DLH strategy’s neighbor radius is dynamically adjusted using chaotic mapping, enabling flexible neighbor selection. The optimization performance of MYIGWO was systematically evaluated using multiple performance metrics, and MYIGWO was compared with eighteen advanced meta-heuristic algorithms on multiple benchmark test sets. Moreover, MYIGWO was applied to four classical engineering optimization problems and robot path planning task. The results show that MYIGWO exhibits significant performance advantages in all experiments. In particular, it showed significant improvements in the global optimal solution search capability over the original algorithm. We make the code publicly available at: <span><span>https://github.com/zhy1109/MYIGWO</span><svg><path></path></svg></span>.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104044"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145267575","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}

{"title":"Structural topology optimization considering material anisotropy induced by additive manufacturing processes","authors":"Chao Wang ,&nbsp;Di Lou ,&nbsp;Zunyi Duan ,&nbsp;Wenfeng Du ,&nbsp;Jianhua Rong ,&nbsp;Bin Xu","doi":"10.1016/j.advengsoft.2025.104021","DOIUrl":"10.1016/j.advengsoft.2025.104021","url":null,"abstract":"<div><div>This work proposes a structural topology optimization method to consider material anisotropy induced by additive manufacturing processes. To quantify the relationship between manufacturing processes and mechanical properties of formed materials, the building direction angle is introduced into a transversely isotropic material model as a design variable. An anisotropic material model related to the building direction is thus established. A parallel optimization framework for structural topology and building direction is proposed by extending the classical compliance minimization formulation. And, to be applicable to gradient-based optimization algorithms, sensitivities related to density and angle variables are derived separately. Especially, to overcome the convergence difficulties caused by the periodic angle variables, an adaptive reduction strategy for the feasible region of angle variables is proposed. Typical numerical examples verify the rationality of the proposed method. The results show that the building direction related process-induced anisotropy significantly affects the optimized structural properties. The fluctuation of the trigonometric functions related to the angle variables would lead to obvious iteration oscillation in the optimization process, which makes the optimization difficult to converge. The proposed adaptive reduction strategy is proven effective in addressing this challenge. Besides, typical numerical properties of the co-optimization of structural topology and building direction are also revealed.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104021"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145049820","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}

{"title":"Development of a BIM-based seismic performance management system for road facility networks","authors":"Hyojoon An ,&nbsp;Hyun-Jin Jung ,&nbsp;Jong-Han Lee","doi":"10.1016/j.advengsoft.2025.104033","DOIUrl":"10.1016/j.advengsoft.2025.104033","url":null,"abstract":"<div><div>The performance of road facility networks is directly related to the lives of citizens and therefore requires careful management. In particular, disasters such as earthquakes, which can rapidly degrade the performance of an entire road network, must be given significant consideration. This study proposes a seismic performance management system for road facility networks based on building information modeling (BIM). The proposed system integrates geographic information system (GIS), BIM, and structural analysis tools. To this end, the study first introduces the overall framework and the seismic performance assessment methodology. The framework is developed to support the generation, analysis, and updating of network-level BIM. To generate the BIM for a road facility network, an algorithm is developed that automatically generates terrain surfaces and road facility objects by linking GIS data. In addition, a method for extracting and transforming object information from the BIM is established to enable BIM-based numerical modeling and integration with analysis tools. Seismic performance is evaluated by separating structural and functional performance at both the individual and network levels. To demonstrate the feasibility and applicability of the proposed framework, we applied the proposed framework to Gyeongju, an area damaged by seismic events in South Korea, to generate the network BIM and perform seismic simulations. Furthermore, the seismic simulation results are updated in the network BIM for archiving and visualization. The results show that the proposed framework is successfully implemented for the road facility network used in the case study.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104033"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145049821","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}

{"title":"Influence of groundwater on seismic response of nuclear power plant soil-structure system","authors":"Hao Lv","doi":"10.1016/j.advengsoft.2025.104023","DOIUrl":"10.1016/j.advengsoft.2025.104023","url":null,"abstract":"<div><div>The construction of coastal nuclear power plants (NPPs) on lithologically robust foundations is geographically limited, driving a shift toward inland non-rock sites. Ensuring seismic resilience of such sites has become critical for nuclear safety. Near coasts or rivers, groundwater table (GWT) fluctuations significantly influence soil-pore water distribution, thereby affecting soil seismic response and NPP performance. To analyze the influence of groundwater table on the seismic response of the nuclear power plant, this paper uses the saturated porous medium model and considers the interaction of the saturated soil and structure. The free field of the horizontally layered site of dry soil-saturated soil is obtained by the transfer matrix method, and combined with the transmission boundary, the wave input of soil-structure interaction (SSI) analysis is realized. Then, the partitioned parallel calculation method of SSI is used to analyse the saturated SSI. The soil, along with its groundwater, is characterized using the generalized saturated porous medium model. The simulation of the combined lumped-mass explicit finite element and transmission boundary is accomplished through a self-programmed FORTRAN code. On the other hand, the structural analysis is carried out using ANSYS, employing an implicit finite element approach. Taking a nuclear power plant as an example, the dynamic response of the soil-foundation-nuclear power plant system is analysed at five sites with different GWTs. In this case, the goal is an attempt to determine the effect of the depth of the GWT on the soil-foundation-nuclear power plant system under seismic action.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104023"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145049822","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}

{"title":"Dynamics analysis of Gyroid lattice plates under moving loads","authors":"Qingshan Wang ,&nbsp;Qing Yang ,&nbsp;Rui Zhong","doi":"10.1016/j.advengsoft.2025.104038","DOIUrl":"10.1016/j.advengsoft.2025.104038","url":null,"abstract":"<div><div>Triply periodic minimal surface (TPMS) lattice structures, especially Gyroid structures, evidence great potential in the field of lightweight multifunctional structures due to their excellent specific strength, specific stiffness, and tunable energy absorption properties. However, the complex geometrical properties of the structure lead to huge simulation complexity for high-precision dynamics simulation, and the existing equivalent parameter acquisition methods are difficult to accurately characterize the dynamics behavior of the actual structure, which greatly limits the application of TPMS structures in engineering. To break through the limitation, the present paper investigates the dynamic response behavior of Gyroid lattice sandwich plates under moving load. Based on the three-dimensional elasticity theory, the dynamic numerical model of Gyroid lattice sandwich plates under moving load is established by combining the spectral geometry method (SGM) and artificial virtual spring method. By employing the parameter inversion technique based on the dynamic properties, the equivalent material parameters of Gyroid lattice in terms of dynamics are introduced to directly identify, which effectively avoids the distortion of dynamic properties and the boundary non-periodic error that may be caused by the traditional static equivalent parameters. Finally, the effects of the lattice parameters and the type of moving load on the dynamic characteristics of the structure are systematically analyzed. Especially, the influence of lattice thickness ratio on the dynamic characteristics of the structure can provide an effective reference value for engineering design, thus realizing a wider application prospect of TPMS lattice sandwich plates in engineering.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104038"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145096629","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}

{"title":"Advanced creep modeling for pre-stressed CFRP-strengthened RC beams: An AAEM-based automated ABAQUS subroutine","authors":"Kian Aghani ,&nbsp;Hassan Afshin ,&nbsp;Karim Abedi ,&nbsp;Salar Farahmand-Tabar","doi":"10.1016/j.advengsoft.2025.104041","DOIUrl":"10.1016/j.advengsoft.2025.104041","url":null,"abstract":"<div><div>A new computer-aided framework for assessing the creep deflection of reinforced concrete (RC) beams retrofitted by pre-stressed CFRPs, utilizing a combined experimental and numerical approach, is presented. The framework leverages automation in structural analysis through the development of a custom ABAQUS subroutine, which implements the Age-Adjusted Effective Modulus (AAEM) method to evaluate creep behavior in both the composite and concrete materials. Designed for non-linear analysis, the proposed model offers a tool for integration with other computational systems, enhancing its applicability across the construction life cycle. The methodology is validated through a combined experimental and numerical approach. A series of tests was conducted on RC T-beams strengthened with pre-stressed CFRPs subjected to sustained loading for one year. The accuracy of the framework is further corroborated by comparing its predictions with experimental data from both the current study and existing literature. Results demonstrate that the proposed framework provides a robust, automated solution for creep analysis, offering a simplified yet precise method for practical engineering applications in the design, maintenance, and management of constructed facilities.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104041"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145096630","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}

{"title":"A 3D vehicle-bridge interaction framework integrating energy-conserving Hamilton’s principle and stabilized Newmark-β method","authors":"Xinfeng Yin ,&nbsp;Yang Quan ,&nbsp;Linsong Wu ,&nbsp;Tuerdi Kaiersaer ,&nbsp;Zhou Huang","doi":"10.1016/j.advengsoft.2025.104022","DOIUrl":"10.1016/j.advengsoft.2025.104022","url":null,"abstract":"<div><div>This study proposes a novel 3D (Three-dimensional) VBI (Vehicle-bridge interaction) system modeling framework based on Hamilton's principle, coupled with an improved Newmark-<em>β</em> method for solving dynamic responses. By considering the kinetic and potential energies of the system, Hamilton's principle accurately describes the coupled vibrations between vehicles and bridges. The dynamic equations of the VBI system are derived by constructing a Euler-Bernoulli beam theory models and vehicle a spring-damped system models, incorporating 3D road surface irregularities and random traffic loads. The coupled dynamic equations ensure energy conservation under complex traffic loads. An improved Newmark-<em>β</em> method is employed to solve the nonlinear dynamic responses, ensuring numerical stability and accuracy. Theoretical validation demonstrates the model's superior accuracy in describing bridge mid-span displacement and vehicle vertical displacement. Numerical simulations and case comparisons further highlight the advantages of Hamilton's principle. For example, at a vehicle speed of 40 km/h, the maximum deviation of the simulated mid-span displacement from the measured value is only 0.42 mm, with a coefficient of determination (R²) reaching 0.92 and the mean absolute error (MAE) significantly reduced to 0.24.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104022"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145005126","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}

{"title":"HFJOINT: A high-fidelity numerical modeling tool for stress concentration factor analysis of welded tubular joints","authors":"Songhan Zhang ,&nbsp;Wim De Waele ,&nbsp;Kris Hectors","doi":"10.1016/j.advengsoft.2025.104046","DOIUrl":"10.1016/j.advengsoft.2025.104046","url":null,"abstract":"<div><div>Assessing the fatigue performance of welded tubular joints is crucial to the safety and durability of their host structures. Fast-computing beam-element models are insufficient to accurately capture local stress concentrations at the intersection region, leading to inaccurate lifetime predictions. In this work, a high-fidelity numerical modeling tool, HFJOINT, is developed for stress concentration analysis of welded tubular joints, following a user-friendly process. The workflow begins with the creation of an elementary T/Y-joint using quadratic hexahedron elements, where the weld geometry is generated in accordance with the American Welding Society (AWS) standard. The chord and brace are divided into several regions allowing for an entirely structured mesh. The geometric transformations of multiple elementary joints enable creating more complex joints. After evaluating the stiffness matrix, the beam-element forces are converted to external tractions, and are transformed into solid-element nodal forces via Gaussian integral. The boundary conditions are defined from the geometric constraints formulated by the Lagrange’s equation of the second kind. Based on the nodal displacements, the postprocessing module evaluates the local stress at any point. Using linear extrapolation, the hot-spot structural stress and the stress concentration factors (SCFs) along the weld circumference are computed. The workflow has a computational complexity of <span><math><mrow><mi>O</mi><mrow><mo>(</mo><msup><mrow><mi>N</mi></mrow><mrow><mn>1</mn><mo>.</mo><mn>89</mn></mrow></msup><mo>)</mo></mrow></mrow></math></span>. The mesh convergence shows that the relative changes are below 2% when refining the weld circumference from 64 to 96 segments. The tool is verified against the SCFs of benchmark T-, K- and X- joint models, showing its potential for fatigue analysis of welded tubular joints in broad applications.</div></div>","PeriodicalId":50866,"journal":{"name":"Advances in Engineering Software","volume":"211 ","pages":"Article 104046"},"PeriodicalIF":5.7,"publicationDate":"2025-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145321136","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}