Rate dependent behavior and modeling of concrete based on SHPB experiments

被引：197

作者：

Al-Salloum, Yousef ^{[1
]}

Almusallam, Tarek ^{[1
]}

Ibrahim, S. M. ^{[1
]}

Abbas, H. ^{[1
]}

Alsayed, Saleh ^{[1
]}

机构：

[1] King Saud Univ, Department Civil Engn, MMB Chair Res & Studies Strengthening & Rehabil S, Riyadh 11421, Saudi Arabia

来源：

CEMENT & CONCRETE COMPOSITES | 2015年 / 55卷

关键词：

Strain-rate; SHPB; Dynamic loading; Concrete; Impact; COMPRESSIVE STRENGTH ENHANCEMENT; STRAIN-RATE; DYNAMIC-BEHAVIOR; NUMERICAL-ANALYSIS; IMPACT; MORTAR; TESTS;

D O I：

10.1016/j.cemconcomp.2014.07.011

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The dynamic behavior of concrete is studied experimentally by testing annular and solid concrete specimens using split Hopkinson pressure bar (SHPB). The dynamic increase factor (DIF) of annular samples is relatively lower than the DIF of solid samples. The dynamic behavior of concrete seems to be independent of the quasi-static strength of concrete. The mode of failure of concrete was a typical ductile failure at high strain-rates and brittle at low strain-rates. No significant influence of strain-rate on the initial elastic modulus of concrete was observed. An empirical equation is proposed for the estimation of DIF of concrete based on the experiments. A model is developed for the prediction of stress-strain curve of concrete under dynamic loading which shows good agreement with the experiments. (C) 2014 Elsevier Ltd. All rights reserved.

引用

页码：34 / 44

页数：11

共 42 条

[1] [Anonymous], AUTODYN V11 0 US MAN
[2] Atchley B.L., 1967, ACI Journal, V64, P745
[3] IMPACT TESTING OF CONCRETE USING A DROP-WEIGHT IMPACT MACHINE
BANTHIA, N
MINDESS, S
BENTUR, A
PIGEON, M
[J]. EXPERIMENTAL MECHANICS, 1989, 29 (01) : 63 - 69
[4] Bentur A., 1986, MAT STRUCTURES RILEM, V19, P371, DOI [10.1007/BF02472127, DOI 10.1007/BF02472127]
[5] IMPACT BEHAVIOR OF PLAIN CONCRETE LOADED IN UNIAXIAL COMPRESSION
BISCHOFF, PH
PERRY, SH
[J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1995, 121 (06): : 685 - 693
[6] COMPRESSIVE BEHAVIOR OF CONCRETE AT HIGH-STRAIN RATES
BISCHOFF, PH
PERRY, SH
[J]. MATERIALS AND STRUCTURES, 1991, 24 (144) : 425 - 450
[7] CEB, 1998, CEB B INF, V187
[8] DILGER WH, 1984, J AM CONCRETE I, V81, P73
[9] THICKNESS EFFECTS IN SPLIT HOPKINSON PRESSURE BAR TESTS
DIOH, NN
LEEVERS, PS
WILLIAMS, JG
[J]. POLYMER, 1993, 34 (20) : 4230 - 4234
[10] Numerical study of compressive behavior of concrete at high strain rates
Donzé, FV
Magnier, SA
Daudeville, L
Mariotti, C
Davenne, L
[J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1999, 125 (10): : 1154 - 1163

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