Elasto-plastic impact response analysis of shear-failure-type RC beams with shear rebars

被引：97

作者：

Bhatti, Abdul Qadir ^{[1
]}

Kishi, Norimitsu ^{[2
]}

Mikami, Hiroshi ^{[3
]}

Ando, Tomohiro ^{[4
]}

机构：

[1] NUST, Dept Struct Engn, Sch Civil & Environm Engn, Islamabad, Pakistan

[2] Muroran Inst Technol, Dept Civil Engn & Architecture, Muroran, Hokkaido 0508585, Japan

[3] Mitsui Construct Co Ltd, Tech Res Inst, Nagareyama 2700132, Japan

[4] Japan Def Agcy, Res Ctr 4, Tokyo, Japan

来源：

MATERIALS & DESIGN | 2009年 / 30卷 / 03期

关键词：

Shear failure type RC beam; Elasto-plastic impact response analysis; Impact loading;

D O I：

10.1016/j.matdes.2008.05.068

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In this paper, to establish a simple elasto-plastic impact analysis method for shear-failure-type reinforced concrete (RC) beams, failing-weight impact tests and three-dimensional finite element (FE) analyses were conducted. Here, twelve simply supported rectangular RC beams were used, each with dimensions of (width x depth x length) 200 x 400 x 2,400 mm. Shear rebar ratio and impact velocity were taken as variables. Impact load was applied at the mid-span of RC beam by dropping a 400 kg steel weight from pre-determined position. LS-DYNA nonlinear transient finite element analysis code was used for this research. From this study, it is seen that the time histories of impact force, reaction force and mid-span displacement, and crack patterns on the side-surface of RC beam can be predicted accurately by using the proposed FE analysis method. (C) 2008 Elsevier Ltd. All rights reserved.

引用

页码：502 / 510

页数：9

共 6 条

[1] Ando T., 1999, P 7 E ASIA PACIFIC C, P1075
[2] [Anonymous], 2002, STAND SPEC CONCR STR
[3] HALLQUIST, 1997, LS DYNA USERS MANUAL
[4] Impact behavior of shear-failure-type RC beams without shear rebar
Kishi, N
Mikami, H
Matsuoka, KG
Ando, T
[J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2002, 27 (09) : 955 - 968
[5] Kishi N, 2001, T 16 INT C STRUCTURA, V1554, P1
[6] Kishi N, 2000, JSCE J EARTHQUAKE EN, P177

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