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快速应变率下对中强混凝土峰值应力与峰值应变的影响 被引量：1

Experimental Studyon the Behavior of Compressive Strength and Peak Strain of Concrete Under High Strain Rates
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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。 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.
作者 丁峰
机构地区 河北联合大学规划处
出处 《河北联合大学学报（自然科学版）》 CAS 2012年第3期141-143,共3页 Journal of Hebei Polytechnic University:Social Science Edition
关键词 混凝土 本构关系 峰值应力 峰值应变 concrete the constitutive relationship concrete compressive strength peak strain
分类号 TU501 [建筑科学—建筑技术科学]
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参考文献5

  • 1Abrams. D. A. Effect of rate of application of load on the compressive strength of concrete[ J]. Proc ,20th Annu. Meeting,ASTM, West Conshoheck- en,Pa. 1917,(17) :366-374.
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  • 3Bischoff. P. H, PenT. S. H. Compressive behaviour of concrete at high strain rates [ J ]. Materials and Structures, 1991, (24) :425-450.
  • 4林皋,陈健云,肖诗云.混凝土的动力特性与拱坝的非线性地震响应[J].水利学报,2003,34(6):30-36. 被引量：14
  • 5闰东明.混凝土动态力学性能试验与理论研究[D].大连理工大学,2006.

二级参考文献13

  • 1肖诗云 林皋 王哲.Willian-Warnke三参数率相关动态本构模型(待刊出)[J]..
  • 2陈健云 林皋.考虑速率型混凝土弹塑性损伤模型的高拱坝地震响应分析[J].土木工程学报(待刊出),.
  • 3Valliappan S, Yazdchi M, Khalili N. Seismic analysis of arch dams-a continuum damage mechanics approach [ J ].International Journal for Numerical Methods in Engineering, 1999, 45: 1695 - 1724.
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  • 8Harris D W, Mohorovic C E, Dolen T P. Dynamic Properties of Mass Concrete Obtained from Dam Cores [J]. ACI Materials Journal, 2000, 97: 290- 296.
  • 9Bischoff P H, Perry S H. Compressive Behaviour of Concrete at High Strain Rates [J]. Materials and Structures,1991, 24: 425-450.
  • 10Malvar L J, Ross C A. Review of Strain Rate Effects for Conetete in Tension [J]. ACI Materials Journal, 1998, 95 :735 - 739.

共引文献16

同被引文献12

引证文献1

二级引证文献10

河北联合大学学报（自然科学版）
2012年 第3期

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