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混凝土多轴等幅疲劳性能研究
Multiaxial Constant Amplitude Fatigue Properities of Concrete
投稿时间:2019-02-01  修订日期:2019-03-18
DOI:103969/j.issn1007 9629202002009
中文关键词:  混凝土  双轴拉压疲劳  三轴拉压压疲劳  疲劳强度  疲劳损伤  等幅
英文关键词:concrete  biaxial tension compression fatigue  triaxial tension compression compression fatigue  fatigue strength  fatigue damage  constant amplitude
基金项目:国家自然科学基金资助项目(51378045);北京建筑大学2018年研究生创新培育项目(PG2018029)
              
作者单位
赵东拂
ZHAO Dongfu
北京建筑大学土木与交通工程学院,北京100044
School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
赵润东
ZHAO Rundong
北京建筑大学土木与交通工程学院,北京100044
School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
常陆华
CHANG Luhua
军事科学院国防工程研究院,北京100091
National Defense Engineering Research Institute, Academy of Military Sciences, Beijing 100091, China
宋玉普
SONG Yupu
大连理工大学海岸与近海工程国家重点实验室,辽宁大连116024
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
韩箫
HAN Xiao
北京市市政专业设计院股份公司,北京100037
Beijing Municipal Professional Design Institute, Beijing 100037, China
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中文摘要:
      利用大型多轴疲劳试验机,进行了双轴拉压、三轴拉压压等幅循环荷载作用下混凝土的疲劳性能研究.分析了不同侧压比、不同应力水平下混凝土的多轴等幅疲劳破坏形态、疲劳强度以及残余应变的变化规律,得到了应力水平疲劳寿命(SN)曲线及其表达式.结果表明:在等幅疲劳荷载下,混凝土多轴疲劳破坏形态与侧压比无关;残余应变呈三阶段发展规律,受侧压比影响较大,几乎与应力水平无关.定义相对残余应变为损伤变量,建立了损伤演变方程,为混凝土多轴等幅疲劳试验研究及疲劳损伤评价提供参考.
英文摘要:
      Fatigue tests of concrete under constant amplitude biaxial tension compression and triaxial tension compression compression cyclic loading were carried out using a large multiaxial fatigue testing machine. Fatigue failure mode, fatigue strength and residual strain of concrete under different lateral stress ratios and different stress levels were analyzed. The stress level fatigue life(S N) curve of fatigue life and corresponding expressions were obtained. The results show that the multiaxial fatigue failure mode of concrete is independent of the lateral stress ratio under constant amplitude cyclic loading; the residual strain develops in three stages, and it is greatly affected by the lateral stress ratio but almost independent of the stress level. Furthermore, the relative residual strain is defined as the damage variable, and the damage evolution equation is established, which provides reference for multiaxial constant amplitude fatigue experimental research and damage evaluation of concrete.
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