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Buckling and vibration of porous sigmoid functionally graded conical shells 多孔乙状形功能梯度锥形壳的屈曲与振动
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-06-27 DOI: 10.15632/jtam-pl/168072
Xiaolin Huang, Jiahen Wang, Nengguo Wei, Cheng Wang, Binjun Ma
In this study, the buckling and vibration of a sigmoid functionally graded material (S-FGM) shells are investigated. Two types of porosity distributions, even and uneven, are taken into account. The material properties are estimated by a new modified rule of mixture. In the framework of the classic thin shell theory, the governing equations are derived and Galerkin’s integrate technique is employed to compute the critical load and natural frequency of porous S-FGM shells. The influence of pores, ceramic mass fraction and materials power index are discussed in detail.
本文研究了s型功能梯度材料(S-FGM)壳的屈曲和振动问题。考虑了均匀和不均匀两种类型的孔隙度分布。用一种新的改进的混合规则来估计材料的性能。在经典薄壳理论的框架下,推导了控制方程,并采用Galerkin积分法计算了多孔S-FGM壳的临界载荷和固有频率。详细讨论了孔隙、陶瓷质量分数和材料功率指数的影响。
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引用次数: 0
Study on constraint effect and creep crack initiation of plate containing elliptical embedded cracks 含椭圆嵌埋裂纹板的约束效应及蠕变裂纹萌生研究
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-06-25 DOI: 10.15632/jtam-pl/166338
Dongquan Wu, Zixiang Liu, Yupeng Li, Dinghe Li, Zhiqiang Zhang
In this study, a plate structure containing elliptical embedded cracks loaded under high temperature is studied. The constraint effect and creep crack initiation of the plate containing embedded cracks are discussed by using the finite element method based on the creep ductility exhaustion model. It is indicated that the highest constraint level or the load-independent parameter Q ∗ is observed at the endpoint of the ellipse major axis of an elliptical embedded crack, and the constraint levels increase with crack length or depth, which represents a worse condition for the structure, such as higher stress concentration and greater danger of failure for a larger crack depth ratio a/t or crack length ratio a/c . Moreover, under the creep condition, the embedded crack with a larger a/t , a/c or loadings is accompanied with a higher crack driving force, which can accelerate creep damage, creep cracking initiation (CCI) and shorten the creep crack initiation (CCI) time. Additionally, an empirical prediction equation and engineering approach to the constraint parameter and the CCI time for elliptical embedded cracks are proposed, and the engineering approach to the CCI time is validated.
本文对含椭圆嵌埋裂纹的平板结构进行了高温载荷研究。采用基于蠕变延性疲劳模型的有限元方法,讨论了含嵌缝板的约束效应和蠕变裂纹的萌生。结果表明,在椭圆型嵌固裂纹椭圆长轴端点处,约束水平或与荷载无关的参数Q * *最高,且约束水平随裂纹长度或深度的增加而增加,表明当裂纹深度比a/t或裂纹长度比a/c较大时,结构的应力集中程度越高,破坏危险越大。此外,在蠕变条件下,较大的a/t、a/c或荷载下的嵌埋裂纹伴随着更高的裂纹驱动力,可以加速蠕变损伤,加速蠕变裂纹萌生(CCI),缩短蠕变裂纹萌生(CCI)时间。在此基础上,提出了椭圆嵌套裂纹约束参数和CCI时间的经验预测方程和工程方法,并对CCI时间的工程方法进行了验证。
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引用次数: 0
Failure analysis and optimization design of suspension support holes for gearbox cases 齿轮箱悬架支撑孔失效分析及优化设计
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-06-19 DOI: 10.15632/jtam-pl/167475
Leyu Wei, Xinmeng Liu, Jie Yang, Linjian Shangguan, Xingxing Wang, Jizhe Mao
The suspension hole of a gearbox case was cracked after the mining test vehicle has covered 7000km. In order to analyze and solve this problem, in this paper, based on the modal analysis of the suspension system and failure analysis of the faulty parts, the finite element model of the powertrain system was established using Ansys, and strength analysis of the gearbox case was carried out. According to the analysis results, improvement and optimization measures were proposed. The analysis results show that the maximum stress of the optimized gearbox case was reduced by 6.9%, and the test vehicle could operate for 50 000km without failure after the improvement, which verified the effectiveness of those measures. Accumulating experience in the gearbox case design and simulation, modal analysis and finite element analysis were combined to quickly identify the failure causes of the suspension support hole, and targeted improvement measures were taken, which effectively shortened the research and development cycle and saved production costs.
采矿试验车行驶7000公里后,变速箱箱体悬挂孔开裂。为了分析和解决这一问题,本文在对悬架系统进行模态分析和对故障部件进行失效分析的基础上,利用Ansys建立了动力总成系统的有限元模型,并对变速箱箱体进行了强度分析。根据分析结果,提出了改进和优化措施。分析结果表明,优化后的变速箱箱最大应力降低了6.9%,改进后的试验车辆可以无故障行驶5万km,验证了改进措施的有效性。通过积累变速箱箱体设计与仿真经验,结合模态分析和有限元分析,快速识别悬架支撑孔失效原因,并针对性地采取改进措施,有效缩短了研发周期,节约了生产成本。
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引用次数: 0
Experimental and numerical analysis of bolted two plates using a developed shear theory 采用已发展的剪切理论对锚固两板进行试验和数值分析
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-06-19 DOI: 10.15632/jtam-pl/166533
Kursat Tanriver, M. Ay
In this study, a software has been developed for calculating static strength of bolted steel plates. This software has been developed by adding equations covering the bending moment that occurs during a tensile test as well as under real loading conditions. In order to test the accuracy of this program, 5 samples with the M6 bolt connection were prepared. In addition, the simulation result was compared with the experimental work performed with tensile tests and the finite element analysis made in Ansys.
在本研究中,开发了一个计算螺栓连接钢板静强度的软件。该软件是通过添加涵盖拉伸试验和实际加载条件下发生的弯矩的方程而开发的。为了验证该程序的准确性,制备了5个M6螺栓连接的样品。并将仿真结果与拉伸试验结果和Ansys有限元分析结果进行了对比。
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引用次数: 0
An unsteady vehicle-road coupling dynamic response of a multi-layer plate on a viscoelastic half-space foundation 粘弹性半空间地基上多层板的非定常车路耦合动力响应
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-06-19 DOI: 10.15632/jtam-pl/166652
Shaoqi Li, Zhanping Yan, Yongchang Cui, Xueke Hou, Zi-Jun Wang
To study the dynamic response of roads under non-stationary random excitation, a dynamic differential equation is constructed firstly based on a two-axle half car model, and white noise to simulate road roughness is then filtered. Finally, non-stationary responses of different vehicle acceleration conditions are obtained. An infinite multi-layer plate on a viscoelastic half-space foundation as a model of the road structure and an analytical solution for the road dynamic response are obtained. Based on a numerical example, the dynamic response of a four-layer road model under vehicle loads is discussed. The study fills the gap in the theory of multi-wheel vehicle models.
为了研究非平稳随机激励下道路的动态响应,首先建立了基于两轴半车模型的动态微分方程,然后滤波模拟道路不平整度的白噪声。最后,得到了不同车辆加速度条件下的非平稳响应。以粘弹性半空间地基上无限多层板为路面结构模型,得到了路面动力响应的解析解。通过数值算例,讨论了车辆荷载作用下四层道路模型的动力响应。该研究填补了多轮车辆模型理论的空白。
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引用次数: 0
A Griffith crack model in a generalized nonhomogeneous interlayer of bonded dissimilar half-planes 非均匀结合半平面间层的Griffith裂纹模型
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-06-11 DOI: 10.15632/jtam-pl/166562
A. Zhang, J. Lou, Baolin Wang, Ji Wang
The Griffith crack problem in bonded dissimilar half-planes is examined. To eliminate the unrealistic oscillatory stress near the interface crack tips, the interfacial transition zone is modeled by a very thin nonhomogeneous interlayer whose elastic properties vary continuously between the bonded materials and adhesive material. The interlayer thickness is assumed to be the sum of the maximum heights of asperities at the two bonded material surfaces. The crack problem is reduced to a set of Cauchy integral equations which can be solved numerically. The applicability of the generalized nonhomogeneous interlayer model is investigated by comparing it with the classical interface crack model.
研究了结合非相似半平面的Griffith裂纹问题。为了消除界面裂纹尖端附近不现实的振荡应力,用极薄的非均匀夹层来模拟界面过渡区,其弹性性能在粘结材料和粘结材料之间连续变化。层间厚度假定为两个粘结材料表面的最大凸起高度之和。将裂纹问题简化为一组可数值求解的柯西积分方程。通过与经典界面裂缝模型的比较,探讨了广义非均匀层间模型的适用性。
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引用次数: 1
The development of two multiaxial ductility factor predicting models based on creep cavity growth theory 基于蠕变空洞生长理论的两种多轴延性系数预测模型的建立
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-06-09 DOI: 10.15632/jtam-pl/166369
Dongquan Wu, Yupeng Li, Zixiang Liu, Dinghe Li
In this study, the multiaxial ductility factor was analyzed based on the power-law creep grain-boundary cavities growth theory under multiaxial stress states. Based on this theory, the theoretical cavities growth rates under a multiaxial stress state were discussed and the predicting model of a stress-state parameter α was revised by using an empirical fitting expression denoted as α Wu , which exhibited a good agreement to analytical results of the stress-state parameter α and multiaxial cavities growth rates. Then, according to the relationship between uniaxial and multiaxial creep failure strain, a new empirical predicting model of multiaxial ductility factor MDF Wu was established which involved the multiaxial parameter α Wu and uniaxial parameter α 0 . Besides, the theoretical model of multiaxial ductility factor MDF could also be established. By fitting the theoretical values of MDF , another predicting model MDF WM was proposed. The development of two multiaxial ductility factor predicting models could be achieved. Finally, predictions of these two novel multiaxial ductility factor models and the Cocks-Ashby as well as Wen-Tu model were compared with experimental data, and the prediction accuracy of MDF Wu and MDF WM models was significantly improved, especially for the latter one.
基于幂律蠕变晶界空洞生长理论,对多轴应力状态下的多轴延性因子进行了分析。在此基础上,讨论了多轴应力状态下的理论空腔生长速率,并用经验拟合表达式α Wu修正了应力状态参数α的预测模型,该模型与应力状态参数α和多轴空腔生长速率的分析结果吻合较好。然后,根据单轴和多轴蠕变破坏应变之间的关系,建立了多轴参数α Wu和单轴参数α 0参与的多轴延性系数MDF Wu的经验预测模型。此外,还可以建立多轴延性因子MDF的理论模型。通过拟合MDF的理论值,提出了另一种预测模型MDF WM。实现了两种多轴延性系数预测模型的开发。最后,将这两种新型多轴延性因子模型与Cocks-Ashby和Wen-Tu模型的预测结果与实验数据进行比较,发现MDF Wu和MDF WM模型的预测精度显著提高,尤其是后者。
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引用次数: 1
Instability mechanism and anchoring control technology of expansive weakly cemented soft rock roadway 膨胀弱胶结软岩巷道失稳机理及锚固控制技术
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-06-03 DOI: 10.15632/jtam-pl/166276
W. Zhang
A long-term discontinuous development of the plastic zone and broken zone of weakly cemented surrounding rock is the main reason for instability of the surrounding rock of a roadway. The load-bearing support concept of “allowable deformation + releasable pressure + limited deformation” for a weakly cemented soft rock roadway is proposed, and an “allow-release-limit” support structure mechanical model with U-shaped steel as the main body is established. Anchoring control measures of “U-shaped steel + flexible material wall backfill + key parts strengthening” can solve problems of large deformation and long deformation duration of weakly cemented roadways.
弱胶结围岩塑性区和破碎区长期不连续发展是巷道围岩失稳的主要原因。提出了弱胶结软岩巷道“允许变形+释放压力+限制变形”的承载支护概念,建立了以u型钢为主体的“允许-释放-限制”支护结构力学模型。“u型钢+柔性材料墙体回填+关键部位加固”锚固控制措施可以解决弱胶结巷道变形大、变形持续时间长的问题。
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引用次数: 0
Robust generation method of a signed distance function for preprocessing of cartesian-grid-based CFD 基于笛卡尔网格的CFD预处理中有符号距离函数的鲁棒生成方法
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-05-31 DOI: 10.15632/jtam-pl/165954
Y. Takeda, K. Ueno, Y. Takahashi, Karin Matsubara
In practical computational fluid dynamics simulations around industrial products with complex surface shapes, the robustness of preprocessing to “dirty” geometry is an important issue. The dirty STL (Standard Triangle Language) data contains errors such as gaps between facets, overlapping of facets, and flipping of normal vectors. These errors in the STL data are difficult to avoid in 3D modeling of complex geometry. Using a Cartesian grid is advantageous to the boundary-fitted grid in the aspect of preprocessing for dirty STL files. In this study, a robust and automatic generation method of a signed distance function for the preprocessing of Cartesian grid solvers is proposed. To ensure robustness to the complex and dirty STL data, the proposed method uses information of all STL facets to determine each grid point. The proposed preprocessing method is verified by numerical simulation of the flow around the NASA common research model.
在具有复杂表面形状的工业产品的实际计算流体动力学模拟中,预处理对“脏”几何的鲁棒性是一个重要问题。脏的STL(标准三角形语言)数据包含诸如facet之间的间隙、facet的重叠和法向量的翻转等错误。在复杂几何图形的三维建模中,STL数据中的这些误差是难以避免的。在对脏STL文件进行预处理时,使用笛卡尔网格有利于边界拟合网格。本文提出了一种用于笛卡尔网格解算预处理的有符号距离函数的鲁棒自动生成方法。为了保证对复杂、肮脏的STL数据的鲁棒性,该方法利用所有STL方面的信息来确定每个网格点。通过NASA通用研究模型的绕流数值模拟验证了所提出的预处理方法。
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引用次数: 0
Analysis of dynamic characteristics of a sealed ends squeeze film damper considering the fluid inertia force 考虑流体惯性力的密封端部挤压膜阻尼器动态特性分析
IF 0.7 4区 工程技术 Q4 MECHANICS Pub Date : 2023-05-29 DOI: 10.15632/jtam-pl/165937
Haiming Zhou, Yangguang Cang, Yu Qi Zhang, Chao Guo
In order to effectively calculate dynamic characteristics of a sealed ends squeeze film damper (SFD) under the influence of the inertial force, a computational fluid dynamics model of the sealed ends SFD is established. The fluid inertia coefficient of SFD is investigated by using an energy approximation method. Both the theoretical calculation and numerical simulation are conducted to analyze the effects of eccentricity ratio and whirling frequency on stiffness and damping. In this research, the oil film inertia force of the sealed ends SFD is solved by using long bearing approximation (LBA) theory, which provides guidance for the design and application of the sealed ends SFD.
为了有效地计算在惯性力作用下密封端挤压膜阻尼器的动态特性,建立了密封端挤压膜阻尼器的计算流体动力学模型。采用能量近似法研究了SFD的流体惯性系数。通过理论计算和数值模拟分析了偏心比和旋转频率对刚度和阻尼的影响。本研究采用长轴承近似(LBA)理论求解了密封端SFD的油膜惯性力,为密封端SFD的设计和应用提供了指导。
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引用次数: 0
期刊
Journal of Theoretical and Applied Mechanics
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