肖诗云, 田子坤. 历经荷载历史混凝土动态受拉损伤试验研究[J]. 工程力学, 2010, 27(1): 123-128,.
引用本文: 肖诗云, 田子坤. 历经荷载历史混凝土动态受拉损伤试验研究[J]. 工程力学, 2010, 27(1): 123-128,.
XIAO Shi-yun, TIAN Zi-kun. EXPERIMENT ON DYNAMIC TENSILE DAMAGE BEHAVIOR OF CONCRETE AFTER UNDERGOING LOADING HISTORY[J]. Engineering Mechanics, 2010, 27(1): 123-128,.
Citation: XIAO Shi-yun, TIAN Zi-kun. EXPERIMENT ON DYNAMIC TENSILE DAMAGE BEHAVIOR OF CONCRETE AFTER UNDERGOING LOADING HISTORY[J]. Engineering Mechanics, 2010, 27(1): 123-128,.

历经荷载历史混凝土动态受拉损伤试验研究

EXPERIMENT ON DYNAMIC TENSILE DAMAGE BEHAVIOR OF CONCRETE AFTER UNDERGOING LOADING HISTORY

  • 摘要: 该文通过在MTS试验机上对普通混凝土受拉试件预先施加不同应变率和大小不同的荷载历史,然后对经历荷载历史后的混凝土受拉试件在应变率105/s―102/s范围内进行动态单轴拉伸损伤试验,研究了荷载历史对混凝土的动态抗拉强度、动态变形特性和动态损伤特性的影响。研究结果表明:混凝土经历荷载历史后,混凝土抗拉强度和混凝土损伤槛值都降低了,但临界应变受荷载历史影响不大;在相同的应力比和应变比情况下,混凝土的损伤值随着荷载历史的增加而增加了。

     

    Abstract: Dynamic tensile loadings with different strain rates and various magnitudes were imposed on plain concrete specimens, and then the dynamic tensile damage tests of these specimens were conducted with the axial strain rate ranging from 105/s to 102/s. Effects of the loading history on dynamic tensile strengths, dynamic strain-strain curves and dynamic damage behaviors of concrete were investigated. It was found that both the dynamic tensile strengths and damage thresholds of concrete decreased after undergoing a loading history but the critical strains of concrete were independent of loading histories; Keeping the stress ratios and strain ratios unchanged, the damage values of concrete increased with the increasing loading history.

     

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