Finite Element Analysis of 3-D Problems of Deformation and Failure of Masonry under Explosive Loading-Reference-Cited by-同舟云学术

Finite Element Analysis of 3-D Problems of Deformation and Failure of Masonry under Explosive Loading

Published:2012-12 Issue:4 Volume:3 Page:449-456
ISSN:2041-4196
Container-title:International Journal of Protective Structures
language:en
Short-container-title:International Journal of Protective Structures

Author:

Bazhenov Valentin Georgiyevich¹,Kibetz Alexader Ivanovich¹,Kruszka Leopold²

Affiliation:

1. Research Institute of Mechanics, State University of Nizhny Novgorod, Russia, 603950, N. Novgorod, GSP-1000, prospect Gagarina, 23, korp. 6

2. Military University of Technology, Poland, 2, Kaliski St., 00908 Warsaw

Abstract

A finite-element procedure is developed for solving three-dimensional non-steady problems of deformation and fracture of brickwork reinforced by composite plates, including rigid and soft layers.

Publisher

SAGE Publications

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction

Link

http://journals.sagepub.com/doi/pdf/10.1260/2041-4196.3.4.449

Reference27 articles.

1. Blast Response of Lightly Attached Concrete Masonry Unit Walls

2. Use of Composite Reinforcement to Strengthen Concrete and Air-Entrained Concrete Masonry Walls against Air Blast

3. Failure Mechanisms of Polymer-Reinforced Concrete Masonry Walls Subjected to Blast

4. Explosive Testing of Polymer Retrofit Masonry Walls

5. Retrofitting Existing Masonry Buildings to Resist Explosions

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental studies on the local damage and fragments of unreinforced masonry walls under close-in explosions;International Journal of Impact Engineering;2016-04

2. Effect of strain rate and temperature on mechanical properties of selected building Polish steels;EPJ Web of Conferences;2015

3. Simulation of Retrofitted Unreinforced Concrete Masonry Unit Walls under Blast Loading;International Journal of Protective Structures;2013-03