An equivalent fracture energy concept for nonlinear dynamic response analysis of prototype RC girders subjected to falling-weight impact loading-Reference-Cited by-同舟云学术

An equivalent fracture energy concept for nonlinear dynamic response analysis of prototype RC girders subjected to falling-weight impact loading

Published:2010-01 Issue:1 Volume:37 Page:103-113
ISSN:0734-743X
Container-title:International Journal of Impact Engineering
language:en
Short-container-title:International Journal of Impact Engineering

Author:

Kishi Norimitsu,Bhatti Abdul Qadir

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Safety, Risk, Reliability and Quality,Aerospace Engineering,Automotive Engineering,Civil and Structural Engineering

Reference9 articles.

1. Practical methods for impact tests and analysis;Japan Society of Civil Engineers,2004

2. An empirical impact resistant design formula of RC beams statically bending failure mode;Kishi;Journal of JSCE,2000

3. Impact behavior of shear- failure-type RC beams without shear rebar;Kishi;International Journal of Impact Engineering,2002

4. Ando T, Kishi N, Matsuoka KG and Mikami H. FEM analysis on RC beams under impact loading. In: Lok TS, Lim CH, editors. Proceedings of third SILOS, Singapore: Organized by CI-Premier Conference Organization, Nov 24–26, 1999; p. 51–6.

5. Kishi N, Mikami H and Ando T. An applicability of FE impact analysis on shear-failure-type RC beams with shear rebars. In: Lok TS, Lim CH, Li X, Liu D, editors. Proceedings of fourth SILOS, Singapore: Organized by CI-Premier Conference Organization, Nov 21–23, 2001, p. 309–16.

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