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Centrifuge model test and field measurement analysis for foundation pit with confined water
Chunlin DING , Xiaohong MENG ,
《结构与土木工程前沿(英文)》 2009年 第3卷 第3期 页码 299-304 doi: 10.1007/s11709-009-0035-0
关键词: foundation pit with confined water centrifuge model test seepage-stress coupling field similarity relation field measurement deformation
《结构与土木工程前沿(英文)》 doi: 10.1007/s11709-023-0966-x
关键词: anti-fault effect engineering measures LRAF method stress and displacement field tunnel-crossing active faults
Field test on temperature field and thermal stress for prestressed concrete box-girder bridge
Baoguo CHEN, Rui DING, Junjie ZHENG, Shibiao ZHANG
《结构与土木工程前沿(英文)》 2009年 第3卷 第2期 页码 158-164 doi: 10.1007/s11709-009-0002-9
关键词: box-girder bridge field test hydration heat temperature field temperature gradient thermal stress
Stress field near circular-arc interface crack tip based on electric saturation concept
Longchao DAI, Xinwei WANG
《机械工程前沿(英文)》 2009年 第4卷 第3期 页码 320-325 doi: 10.1007/s11465-009-0042-9
关键词: piezoelectric material arc crack strip saturation stress intensity factor
Magnetostriction varieties and stress relief caused by pulsed magnetic field
Zhipeng CAI, Xinjie DUAN, Jian LIN, Haiyan ZHAO
《机械工程前沿(英文)》 2011年 第6卷 第3期 页码 354-358 doi: 10.1007/s11465-011-0123-4
Magnetostriction is investigated to evaluate the stress relief caused by pulsed magnetic field treatment, because this physical property is closely associated with residual stress. Magnetostriction of different stressed samples is measured in this paper. The stress variations caused by pulsed magnetic treatment are also compared. It is found that magnetostriction variations are closely associated with stress changes. Thermodynamic potential is used to find the relationship between them. Based on several assumptions, we find that the product of magnetostriction amplitude and stress magnitude is nearly a constant during magnetic field treatment, which is valuable for stress relief evaluation and optimizing processing parameters. This conclusion is testified by stress measurements, and the calculated values are in accordance with the experiment results.
关键词: magnetostriction pulsed magnetic field treatment stress relief
Shear assessment of compression flanges of structural concrete T-beams
Bj?rn SCHüTTE,Viktor SIGRIST
《结构与土木工程前沿(英文)》 2014年 第8卷 第4期 页码 354-361 doi: 10.1007/s11709-014-0082-z
关键词: concrete structures structural assessment stress field analysis shear
Jie GUO,Danmei XIE,Hengliang ZHANG,Wei JIANG,Yan ZHOU
《能源前沿(英文)》 2016年 第10卷 第1期 页码 57-64 doi: 10.1007/s11708-015-0385-3
关键词: steam turbine rotor thermal stress heat transfer coefficient empirical formula
赵智伟, 刘长青, 李迎光, James Gao
《工程(英文)》 2023年 第22卷 第3期 页码 49-59 doi: 10.1016/j.eng.2022.07.018
残余应力是材料的基本属性之一,与零件的几何/尺寸稳定性和疲劳寿命直接相关。针对具有高精度要求的大型零件,其残余应力场的准确测量和预测一直是一个挑战。目前的残余应力场测量技术分为基于应变的有损法以及效率和精度较低的无损法。本文提出了一种基于变形力推断残余应力场的无损法。本方法通过能够反映去除材料后不平衡残余应力场整体效应的变形力来推断零件的残余应力场。利用虚功原理建立了变形力与残余应力场之间的力学关系,并引入正则化方法求解残余应力场。为验证方法的有效性,本文进行了理论验证和实际实验验证。实验结果表明,该方法对于大型结构件的残余应力场测量具有可靠的精度和灵活性。在数字化和智能制造的趋势下,该方法的基本原理为利用加工监测数据预测和补偿由残余应力引起的零件加工变形提供了重要参考。
陈扬,钟瑶,郑开启,沈斌,孟少平
《中国工程科学》 2013年 第15卷 第8期 页码 99-103
在节段预制拼装桥梁的墩顶节段,常常采用后浇横隔梁的方式来减轻吊装重量。后浇横隔梁在体量上属于大体积混凝土,混凝土水化热问题会引起一些部位拉应力过大,如控制措施不合理,往往会导致预制梁段在施工阶段的开裂。本文结合南京长江第四大桥的引桥工程,基于三维瞬态温度场理论,利用通用有限元程序ANSYS对墩顶梁段现浇块的水化热效应进行了数值仿真,研究箱梁水化热温度场和应力场的分布规律。分析结果表明,水化热引起的箱梁腹板外侧拉应力水平足以导致混凝土开裂,在水化热测试试验中也观测到了箱梁腹板外侧的纵向微裂缝,与分析相符。在研究水化热温度场和应力场分布规律的基础上,进行了控制水化热温度应力的措施研究,在实桥施工中证实是切实有效的。
Parametric equations for notch stress concentration factors of rib–deck welds under bending loading
《结构与土木工程前沿(英文)》 2021年 第15卷 第3期 页码 595-608 doi: 10.1007/s11709-021-0720-1
关键词: notch stress concentration factor rib–deck weld parametric analysis regression analysis parametric equation
Total stress rapid drawdown analysis of the Pilarcitos Dam failure using the finite element method
Daniel R. VANDENBERGE
《结构与土木工程前沿(英文)》 2014年 第8卷 第2期 页码 115-123 doi: 10.1007/s11709-014-0249-7
关键词: rapid drawdown finite element total stress slope stability
Risk-based probabilistic thermal-stress analysis of concrete arch dams
Narjes SOLTANI, Mohammad ALEMBAGHERI, Mohammad Houshmand KHANEGHAHI
《结构与土木工程前沿(英文)》 2019年 第13卷 第5期 页码 1007-1019 doi: 10.1007/s11709-019-0521-y
关键词: arch dams probabilistic analysis thermal stress sensitivity reliability
Pengfei LI; Jinquan ZHANG; Shengqi MEI; Zhenhua DONG; Yan MAO
《结构与土木工程前沿(英文)》 2022年 第16卷 第2期 页码 239-249 doi: 10.1007/s11709-021-0804-y
关键词: vehicle-bridge vibration system dynamic analysis stress-dependent damping energy dissipation
Nazim Abdul NARIMAN
《结构与土木工程前沿(英文)》 2018年 第12卷 第4期 页码 609-628 doi: 10.1007/s11709-018-0452-z
关键词: fire scenario transient heat transfer TFSI model coupled thermal-stress XFEM
null
《机械工程前沿(英文)》 2014年 第9卷 第3期 页码 281-294 doi: 10.1007/s11465-014-0307-9
In this study, the stress concentration factors (SCF) in cross-and-angle-ply laminated composite plates as well as in isotropic plates with single circular holes subjected to uniaxial loading is studied. A quadrilateral finite element of four-node with 32 degrees of freedom at each node, previously developed for the bending and mechanical buckling of laminated composite plates, is used to evaluate the stress distribution in laminated composite plates with central circular holes. Based up on the classical plate theory, the present finite element is a combination of a linear isoparametric membrane element and a high precision rectangular Hermitian element. The numerical results obtained by the present element compare favorably with those obtained by the analytic approaches published in literature. It is observed that the obtained results are very close to the reference results, which demonstrates the accuracy of the present element. Additionally, to determine the first ply failure (FPF) of laminated plate, several failure criterions are employed. Finally, to show the effect of ratio on the failure of plates, a number of figures are given for different fiber orientation angles.
关键词: laminated composite plates stress concentration geometric singularity anisotropic effect
标题 作者 时间 类型 操作
Centrifuge model test and field measurement analysis for foundation pit with confined water
Chunlin DING , Xiaohong MENG ,
期刊论文
Influence of advanced engineering measures on displacement and stress field of surrounding rock in tunnels
期刊论文
Field test on temperature field and thermal stress for prestressed concrete box-girder bridge
Baoguo CHEN, Rui DING, Junjie ZHENG, Shibiao ZHANG
期刊论文
Stress field near circular-arc interface crack tip based on electric saturation concept
Longchao DAI, Xinwei WANG
期刊论文
Magnetostriction varieties and stress relief caused by pulsed magnetic field
Zhipeng CAI, Xinjie DUAN, Jian LIN, Haiyan ZHAO
期刊论文
Shear assessment of compression flanges of structural concrete T-beams
Bj?rn SCHüTTE,Viktor SIGRIST
期刊论文
Effect of heat transfer coefficient of steam turbine rotor on thermal stress field under off-design condition
Jie GUO,Danmei XIE,Hengliang ZHANG,Wei JIANG,Yan ZHOU
期刊论文
Parametric equations for notch stress concentration factors of rib–deck welds under bending loading
期刊论文
Total stress rapid drawdown analysis of the Pilarcitos Dam failure using the finite element method
Daniel R. VANDENBERGE
期刊论文
Risk-based probabilistic thermal-stress analysis of concrete arch dams
Narjes SOLTANI, Mohammad ALEMBAGHERI, Mohammad Houshmand KHANEGHAHI
期刊论文
Numerical analysis of vehicle-bridge coupling vibration concerning nonlinear stress-dependent damping
Pengfei LI; Jinquan ZHANG; Shengqi MEI; Zhenhua DONG; Yan MAO
期刊论文
Thermal fluid-structure interaction and coupled thermal-stress analysis in a cable stayed bridge exposed
Nazim Abdul NARIMAN
期刊论文