A novel bond model based on three-dimensional sphere discontinuous deformation analysis for simulating rockfall-flexible passive net interactions-Reference-Cited by-同舟云学术

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A novel bond model based on three-dimensional sphere discontinuous deformation analysis for simulating rockfall-flexible passive net interactions

Published:2024-02 Issue: Volume:174 Page:105664
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Huang Ganghai,Jin Changrui,Zhang Sheng,Zhao Lianheng,Huang Dongliang,Liu Hongwei

Funder

Natural Science Foundation of Hunan Province

Science and Technology Program of Hunan Province

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference39 articles.

1. Toward a generic computational approach for flexible rockfall barrier modeling;Coulibaly;Rock Mech Rock Eng,2019

2. A reliability-based approach for the design of rockfall protection fences;Bourrier;Rock Mech Rock Eng,2015

3. Structural intensity study of plates under low-velocity impact;Liu;Int J Impact Eng,2005

4. Nonlinear dynamic response of a 'flexible-and-heavy' printed circuit board (PCB) to an impact load applied to its support contour;Suhir;J Phys D Appl Phys,2009

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