Analysis of pseudo-shakedown of rectangular plates under repeated impacts

被引:11
作者
He, Xu [1 ,2 ]
Garbatov, Y. [1 ,2 ]
Soares, C. Guedes [1 ,2 ]
机构
[1] Univ Lisbon, Ctr Marine Technol & Ocean Engn CENTEC, Inst Super Tecn, Lisbon, Portugal
[2] WUT ULisboa Joint Int Lab Extreme Loads & Response, Wuhan 430063, Peoples R China
关键词
Pseudo; -shakedown; Critical displacements; Repeated impacts; Single impact; Quasi -static punching; REPEATED LATERAL IMPACTS; STIFFENED PLATES; STEEL BEAMS; STRAIN-RATE; NUMERICAL-SIMULATION; FAILURE; ROOM;
D O I
10.1016/j.oceaneng.2022.112609
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The pseudo-shakedown behaviour of elastoplastic rectangular plates, made from mild steel or aluminium alloy, subjected to repeated impacts is studied using a numerical simulation method. In a previous study a simple critical displacement-based criterion was proposed to predict pseudo-shakedown and the concepts of two critical displacements, namely 'necking displacement' and 'failure displacement' have been proposed. The wide appli-cability of this critical displacement criterion is re-examined in this study. To quickly and precisely estimate the magnitudes of these two critical displacements, it is shown that to predict them it is possible to perform either a single impact or quasi-static punching. The mechanics behind predicting the critical displacements under repeated impacts by conducting either single impact or quasi-static punching is discussed and clarified.
引用
收藏
页数:15
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