Elastoplastic finite element analysis for ground deformation behavior subjected to cyclic loading

Takashi Okayasu; Koichi Hashiguchi; Seiichiro Tsutsumi; Shingo Ozaki; Masami Ueno

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Elastoplastic finite element analysis for ground deformation behavior subjected to cyclic loading

机译：用于循环载荷的地面变形行为的弹塑性有限元分析

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Inelastic deformation behavior of ground beneath footing subjected to cyclic loading was predicted by elastoplastic finite element (FE) program in which the extended subloading surface model was incorporated. Considering the translation of similarity center for the normal-yield and subloading surfaces in a plastic deformation process settlement of the footing shook down with increasing number of the loading cycles. It was verified that the settlement and compaction behavior in the simulation qualitatively agree with observed results.

机译：通过弹塑性有限元（Fe）程序预测了对循环载荷进行循环载荷的基于距离的基础的非弹性变形行为，其中掺入了延长的升空表面模型。考虑到正常产量和卸载表面相似度的平移在塑性变形过程中，通过越来越多的装载循环来摇晃脚踏的旋转。验证了模拟中的结算和压实行为定性地同意观察结果。

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《配管·装置·プラント技術》 |2001年第3期|共7页
作者
Takashi Okayasu; Koichi Hashiguchi; Seiichiro Tsutsumi; Shingo Ozaki; Masami Ueno;
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alliativecare.org;

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原文格式 PDF
正文语种 jpn
中图分类管道运输;
关键词
Extended subloading surface model; Elastoplastic finite element analysis; Cyclic loading; Compaction behavior;

机译：延伸的升上表面模型;弹塑性有限元分析;循环加载;压实行为;

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1. Elastoplastic finite element analysis for ground deformation behavior subjected to cyclic loading [J] . Takashi Okayasu, Koichi Hashiguchi, Seiichiro Tsutsumi, 配管·装置·プラント技術 . 2001,第3期

机译：循环荷载作用下地面变形行为的弹塑性有限元分析
2. Behavior of Circular Fiber-Reinforced Polymer-Steel-Confined Concrete Columns Subjected to Reversed Cyclic Loads: Experimental Studies and Finite-Element Analysis [J] . Wang Yanlei, Cai Gaochuang, Li Yunyu, Journal of structural engineering . 2019,第9期

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3. Behavior of Circular Fiber-Reinforced Polymer-Steel-Confined Concrete Columns Subjected to Reversed Cyclic Loads: Experimental Studies and Finite-Element Analysis [J] . Wang Yanlei, Cai Gaochuang, Li Yunyu, Journal of structural engineering . 2019,第9期

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4. ELASTOPLASTIC FINITE ELEMENT ANALYSIS ON UPLIFT PROBLEM OF GROUND ANCHOR SUBJECT TO REPEATED LOADING [C] . Takashi Okayasu, Takashi Fukushima, Toshiyuki Ozaki, Recent Development of Geotechnical and Geo-Environmental Engineering in Asia . 2006

机译：反复荷载作用下地锚提升问题的弹塑性有限元分析
5. FINITE DEFORMATIONS IN ELASTIC-PLASTIC MEDIA SUBJECTED TO IMPULSIVE LOADINGS BY THE FINITE ELEMENT METHOD. [D] . HEIFETZ, JOSEPH HENRY. 1972

机译：有限元方法在冲击载荷作用下的弹塑性介质中的有限变形。
6. Homogenized Finite Element Analysis on Effective Elastoplastic Mechanical Behaviors of Composite with Imperfect Interfaces [O] . Wu-Gui Jiang, Ren-Zhi Zhong, Qing H. Qin, 2014

机译：界面不完善复合材料有效弹塑性力学行为的均质有限元分析
7. Behavior of Circular Fiber-Reinforced Polymer–Steel-Confined Concrete Columns Subjected to Reversed Cyclic Loads: Experimental Studies and Finite-Element Analysis [O] . Yanlei Wang, Gaochuang Cai, Yunyu Li, 2019

机译：循环纤维增强聚合物 - 钢孔混凝土柱进行逆转循环载荷的行为：实验研究和有限元分析
8. Finite Element Analysis of Ground Deformations Beneath Moving Track Loads. [R] . Karafiath, L. L. 1983

机译：移动轨道荷载下地面变形的有限元分析。

Elastoplastic finite element analysis for ground deformation behavior subjected to cyclic loading

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