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[1]王跃锋,王向东,华曦,刘梦和.用损伤法计算混凝土断裂过程区的等效缝长[J].防灾减灾工程学报,2013,33(02):210-213.
王跃锋, 王向东, 华曦, et al. Calculation of Equivalent Crack Length of Concrete Fracture Process Zone by Damage Mechanics[J]. 2013, 33(2): 210-213.
[1]王跃锋,王向东,华曦,刘梦和.用损伤法计算混凝土断裂过程区的等效缝长[J].防灾减灾工程学报,2013,33(02):210-213. DOI: 10.13409/j.cnki.jdpme.2013.02.012.
王跃锋, 王向东, 华曦, et al. Calculation of Equivalent Crack Length of Concrete Fracture Process Zone by Damage Mechanics[J]. 2013, 33(2): 210-213. DOI: 10.13409/j.cnki.jdpme.2013.02.012.
在混凝土结构宏观裂缝前缘存在一定范围的断裂过程区
若考虑其影响
则裂缝失稳扩展的临界缝长已不再是初始缝长a0
而是最大荷载对应的等效临界缝长ac
即ac=a0+Δae
其中Δae是断裂过程区的等效裂缝长度。损伤力学认为混凝土从开始受力到最终破坏的整个过程就是一个损伤产生、积累、发展的过程。在计算断裂过程区等效缝长时
应考虑混凝土初始损伤及σ-ε曲线上升段对计算结果的影响。本文运用灰色理论计算了楔入劈拉实验试件的初始损伤D0和损伤阈值Df
并基于虚拟裂缝模型原理
运用损伤力学理论
对初始裂缝为a0的混凝土楔入劈拉试件进行研究
推导得到了断裂过程区的等效缝长Δae及对应的损伤度。
There is certain fracture process zone in front of macro crack in concrete structure.Considering its impact
critical equivalent crack length of instable expansion is no longer initial crack length a0
but the equivalent critical crack length ac corresponding to the maximum load
that is ac=a0+Δae
in which Δae is equivalent crack length of fracture process zone.Damage mechanics considers that the whole process of concrete from beginning of force action to final fracture is a process of formation
accumulation and development of the damage.In calculating equivalent crack length of fracture process zone
the influence of concrete′s initial damage and σ-ε curve′s upward segment on calculated results should be conidered.By use of grey theory
this paper calculates initial damage D0 and damage threshold Df of specimens in wedge-splitting experiment.Based on virtual crack model principle and damage mechanics theory
the concret′s wedge-splitting specimen with initial crack a0 was studied and the equivalent crack length Δae in fracture process zone and corresponding range of damage degree were deduced.
基于灰色理论的混凝土压缩损伤参数尺寸效应 [J]. 王向东,王跃锋,华曦,岑家全. 水利水电科技进展 . 2011(03)
用能量方法研究混凝土断裂过程区的力学性能 [J]. 张秀芳,徐世烺. 工程力学 . 2008(07)
基于尺寸效应的混凝土有效裂缝扩展量研究 [J]. 王学志,宋玉普,张小刚,黄志强. 武汉理工大学学报 . 2006(03)
大体积混凝土等效裂纹断裂模型研究 [J]. 黄达海,宋玉普,吴智敏. 计算力学学报 . 2000(03)
损伤力学及其应用[M]. 科学出版社 , 李兆霞编著, 2002
损伤理论及其应用[M]. 国防工业出版社 , 余天庆,钱济成编著, 1993
A simplified method for determining double-K fracture parameters for three-point bending tests [J] . Shilang Xu,Hans W. Reinhardt. International Journal of Fracture . 2000 (2)
Two Parameter Fracture Model for Concrete [J] . Yeoushang Jenq,Surendra P. Shah. Journal of Engineering Mechanics . 1985 (10)
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