2019
DOI: 10.1016/j.ijimpeng.2018.11.017
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Dynamic modelling of elastic-plastic beams under impact

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Cited by 18 publications
(2 citation statements)
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“…ey observed the pseudo-shakedown phenomenon during the tests, which was confirmed by Wei [4] and Huang et al [6]. Shi [10,11] proposed an ideal elastic-plastic analytical method for predicting the deformation and the structural stiffness of rectangular plates and beams made of metal material under repeatedly uniform pressure loadings. Duan [12] and Zeng [13] investigated the mechanical behavior of aluminum alloy plates and mild steel plates with precast cracks under repeated drop weight impacts.…”
Section: Introductionmentioning
confidence: 65%
“…ey observed the pseudo-shakedown phenomenon during the tests, which was confirmed by Wei [4] and Huang et al [6]. Shi [10,11] proposed an ideal elastic-plastic analytical method for predicting the deformation and the structural stiffness of rectangular plates and beams made of metal material under repeatedly uniform pressure loadings. Duan [12] and Zeng [13] investigated the mechanical behavior of aluminum alloy plates and mild steel plates with precast cracks under repeated drop weight impacts.…”
Section: Introductionmentioning
confidence: 65%
“…Investigations carried out by Shi et al [52] were aimed at studying the dynamic response of a restrained beam to shock loads from a rigid mass. Analytical formulas were derived for predicting the quasi-static force and deformation relationships of an elastoplastic beam during loading and unloading.…”
Section: Introductionmentioning
confidence: 99%