Strain Rate Effect on the Response of Blast Loaded Reinforced Concrete Slabs

来源 :世界工程和技术(英文) | 被引量 : 0次 | 上传用户：yueyegg

【摘要】

：

Dynamic Increase Factor (DIF) due to strain rate effect was examined with documented experimental work done by Razaqpur, et al. In the experiment work, two 1000

【作者】

：

Kamel S. Kandil Mouhamad T. Ne

【机构】

：

DepartmentofCivilEngineering,DepartmentofStructuralEngineering

【出处】

：

世界工程和技术(英文)

【发表日期】

：

2014年4期

【关键词】

：

EXPLICIT Analysis STRAIN Rate BLAST LOAD LS-DYNA Scaled DISTANCE Explicit Analys

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Dynamic Increase Factor (DIF) due to strain rate effect was examined with documented experimental work done by Razaqpur, et al. In the experiment work, two 1000 × 1000 × 70 mm reinforced concrete slabs were constructed. The slabs were subjected

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