| 快速应变率下对中强混凝土峰值应力与峰值应变的影响 |
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| 引用本文： | 丁峰. 快速应变率下对中强混凝土峰值应力与峰值应变的影响[J]. 河北理工学院学报, 2012, 0(3): 141-143 |
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| 作者姓名： | 丁峰 |
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| 作者单位： | 河北联合大学规划处,河北唐山063009 |
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| 摘 要： | 在不同的应变率的作用下,通过对混凝土的本构关系进行试验研究,由快速率下试验得出的峰值应力与峰值应变,与静态试验得出的数据进行比较,为混凝土的动态研究提供试验依据。
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| 关 键 词： | 混凝土 本构关系 峰值应力 峰值应变 |
Experimental Studyon the Behavior of Compressive Strength and Peak Strain of Concrete Under High Strain Rates |
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| DING Feng. Experimental Studyon the Behavior of Compressive Strength and Peak Strain of Concrete Under High Strain Rates[J]. Journal of Hebei Institute of Technology, 2012, 0(3): 141-143 |
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| Authors: | DING Feng |
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| Affiliation: | DING Feng ( Department of Planning, Hebei Union University, Tangshan Hebei 063009, China) |
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| Abstract: | Through a pilot study, constitutive relationship of concrete obtained by the rapid rate of peak stress test and peak strain in different strain rate, and to compare the data of static tests obtained for the concrete to provide ex-perimental basis for the dynamic study. |
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| Keywords: | concrete the constitutive relationship concrete compressive strength peak strain |
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