混凝土断裂能产生尺寸效应的原因探讨
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摘要
总结了关于混凝土断裂能尺寸效应产生原因的各种观点,并对这些观点进行简要评述。对RILEM的断裂能计算公式和Wecharatana提出的断裂能测算方法进行了详细研究,分析了断裂过程区演变对断裂能计算结果的影响,认为混凝土断裂能产生尺寸效应的原因之一是没有考虑混凝土主裂纹产生之前消耗的能量,并用实验对此观点进行了验证。
Various opinions about the size effect on fracture energy of concrete are summed up and briefly analyzed.The influence of the evolution of the fracture process zone on the computed result of the fracture energy is analyzed.Wecharatana's fracture energy calculation method is discussed.One of the reasons for the size effect is that energy consumption before the main cracks initiate is not taken into consideration,which is demonstrated by experimental results in this paper.
引文
[1]黄海燕.混凝土尺寸效应理论研究与断裂参数分析[D].南京:河海大学,2004.
    [2]曹亮.考虑过程区的混凝土断裂韧度尺寸效应研究[D].南京:河海大学,2006.
    [3]杨勇,任青文.钢纤维混凝土力学性能试验研究[J].河海大学学报:自然科学版,2006,34(1):92-94.
    [4]姜义高,赵艳华,徐世.边界效应确定混凝土断裂能的简化计算[J].水利水电科技进展,2006,26(6):43-46.
    [5]邵勇,王向东.混凝土二维复合型软化曲线的一种推算方法[J].河海大学学报:自然科学版,2004,32(4):430-433.
    [6]杜成斌,马良筠,任青文.有缝高拱坝的非线性地震响应分析[J].河海大学学报:自然科学版,1999,27(6):40-43.
    [7]50-FMC Draft Recommendation.Determination of the fractureenergy of mortar and concrete by means of three-point bendtests on notched beams[J].Materials and Structure,RILEM,1985,18(4):285-290.
    [8]WITTMANN F H,ROKUGO K,BRU¨HWILER E,et al.Fractureenergy and strain softening of concrete as determined by meansof compact tension specimens[J].Materials and Structure,RILEM,1988,21(1):21-218.
    [9]GUINEA G V,PLANAS J,ELICES J.Measurement of thefracture energy using three-point bend tests:influence ofexperimental procedures[J].Materials and Structure,RILEM,1992,25(4):212-218.
    [10]PLANAS J,GUINEA G V,ELICES J.Measurement of thefracture energy using three-point bend tests:influence of bulkenergy dissipation[J].Materials and Structure,RILEM,1992,25(5):305-312.
    [11]MALVAR L J,WARREN G E.Fracture energy for three-pointbend tests on single-edge-notched beams[J].ExperimentalMechanics,2006,28(3):266-272.
    [12]ELICES M,GUINEA G V,PLANAS J.Measurement of thefracture energy using three-point bend tests:influence ofcutting thep-δtail[J].Materials and Structure,RILEM,1992,25(6):305-312.
    [13]HU X Z,WIEEMANN F H.Fracture energy and fractureprocess zone[J].Materials and Structure,RILEM,1992,25(6):319-326.
    [14]WECHARATANA M.Double torsion tests for studying slowcrack growth of portland cement mortar[J].Cement andConcrete Research,1980,10(6):833-844.

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