The effect of stand-off distance on damage to clamped square steel plates under enclosed explosion-Reference-Cited by-同舟云学术

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The effect of stand-off distance on damage to clamped square steel plates under enclosed explosion

Published:2020-06 Issue: Volume:25 Page:965-978
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Li X.D.,Yin J.P.,Zhao P.D.,Zhang L.,Xu Y.X.,Wang Q.,Zhang P.

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference33 articles.

1. Deformation of thin plates subjected to impulsive load: Part III – an update 25 years on;Chung;Int J Impact Eng,2016

2. Experimental response of high strength steels to localised blast loading;McDonald;Int J Impact Eng,2018

3. Numerical simulation of the post-failure motion of steel plates subjected to blast loading;Balden;Int J Impact Eng Fifth Int Symp Impact Eng,2005

4. The deformation and shear failure of peripherally clamped centrally supported blast loaded circular plates;Cloete;Int J Impact Eng,2005

5. Experimental and numerical studies on the response of quadrangular stiffened plates. Part Ⅱ: localised blast loading;LangdonS;Int J Impact Eng,2005

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4. The efficient activation by adding Energetic metallic particles outside high explosives: a New direction for composite explosives;Journal of Energetic Materials;2023-12-23

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