Analysis of the interface behavior under cyclic loading

被引：0
|
作者：
Mortara, Giuseppe [1 ]
机构：
[1] Univ Reggio Calabria, Dept Mech & Mat, Reggio Di Calabria, Italy
来源：
2008 SEISMIC ENGINEERING CONFERENCE COMMEMORATING THE 1908 MESSINA AND REGGIO CALABRIA EARTHQUAKE, PTS 1 AND 2 | 2008年 / 1020卷
关键词：
interface; sand; cyclic loading; constitutive modeling;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper analyses the frictional behavior between soil and structures under cyclic loading conditions. In particular, the attention is focused on the stress degradation occurring in sand-metal interface tests and on the relevant parameters playing a role in such kind of tests. Also, the paper reports the analysis of the experimental data from the constitutive point of view with a two-surface elastoplastic model.
引用
收藏
页码：658 / 665
页数：8
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