Study On Damage Characteristics Of Concrete Under Impact Load

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Abstract:

This article established strain characterization of damage factor equation of concrete in elastic stage, and completed the concrete specimens dynamic damage ‘freezing in’ test. A series of concrete under the strain rate had been gotten, and the damage characteristics of concrete under impact load was analysed. The damage evolution process of concrete material was related to both strain size and strain rate size, and the damage evolution and development and strain rate showedf a power function relation. Then the damage evolution equation used to describe concrete materials could be fitted.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

442-445

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Online since:

December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] WangZheng, NiYuShan, CaoJuZhen, ZhangWen: Impact loads of dynamic mechanics properties of concrete research progress (Explosions and impact, (2005), 25(6): 519-527).

Google Scholar

[2] Chen W F: Concrete plasticity past, present and futur (Yu M H. Fan S C. Strength Theory. Application, Development &Prospects for 21st century. Beijing: Science Press, 1998, 7-47).

Google Scholar

[3] Burlion N, Gatuingt F: Compaction and tensile damage in concrete: constitutive modelling and application to dynamics (Comput Methods Appl. Mech. Engrg. 2000, 183: 291- 308.

DOI: 10.1016/s0045-7825(99)00223-6

Google Scholar

[4] Eibl J, Schmidt Hurtienne B. Strain-rate-sensitive constitutive law for concrete (Journal of Engineering Mechanics, 1999, 125(12): 1411-1420).

DOI: 10.1061/(asce)0733-9399(1999)125:12(1411)

Google Scholar

[5] WangDaoRong, HuShiSheng: Shock damage evolution regularity of concrete material research(Rock mechanics and engineering, 2003, 22(2): 223-226).

Google Scholar

[6] XiaoShiYun: TianZiKun concrete uniaxial tensile tests of dynamic damage (Journal of civil engineering, 2008, 41 (7) : 14-20).

Google Scholar