CAI Min, CAI Si-wei. MODE Ⅰ FRACTURE OF CONCRETE OR FRC[J]. Engineering Mechanics, 1999, 16(4): 54-58.
Citation: CAI Min, CAI Si-wei. MODE Ⅰ FRACTURE OF CONCRETE OR FRC[J]. Engineering Mechanics, 1999, 16(4): 54-58.

MODE Ⅰ FRACTURE OF CONCRETE OR FRC

More Information
  • Received Date: September 30, 1996
  • Revised Date: December 31, 1899
  • In this paper the nonlinear slow crack growth occurring prior to the peak load for concrete or F. R. C. notched specimens is discussed. A standard softening curve for FRC in opening mode is proposed and its usage in predicating fracture peak load is introduced.
  • Related Articles

    [1]GUAN Jun-feng, SONG Zhi-kai, YAO Xian-hua, CHEN Shan-shan, YUAN Peng, LIU Ze-peng. DETERMINATION OF FRACTURE TOUGHNESS OF CONCRETE AND ROCK USING UNNOTCHED SPECIMENS[J]. Engineering Mechanics, 2020, 37(3): 36-45,107. DOI: 10.6052/j.issn.1000-4750.2019.03.0082
    [2]GUAN Jun-feng, YAO Xian-hua, BAI Wei-feng, CHEN Ji-hao, FU Jin-Wei. DETERMINATION OF FRACTURE TOUGHNESS AND TENSILE STRENGTH OF CONCRETE USING SMALL SPECIMENS[J]. Engineering Mechanics, 2019, 36(1): 70-79,87. DOI: 10.6052/j.issn.1000-4750.2017.09.0705
    [3]ZHAO Yan-ru, WANG Lei, HAN Xiao-feng, SHI Jin-na. FRACTURE TOUGHNESS OF BASALT-FIBER REINFORCED CONCRETE SUBJECTED TO CYCLIC FREEZING AND THAWING[J]. Engineering Mechanics, 2017, 34(9): 92-101. DOI: 10.6052/j.issn.1000-4750.2016.04.0262
    [4]WANG Xue-bin, ZHANG Jun. NUMERICAL SIMULATION OF FAILURE PROCESS OF THREE-POINT BENDING CONCRETE BEAM CONSIDERING HETEROGENEITY OF TENSILE STRENGTH AND POST-PEAK SOFTENING CURVE[J]. Engineering Mechanics, 2009, 26(12): 155-160.
    [5]ZHAO Yan-hua, YANG Shu-tong, HAN Fei. A MODEL FOR FRACTURE TOUGHNESS PREDICTION IN COMPACT TENSION SPECIMEN OF CONCRETE[J]. Engineering Mechanics, 2009, 26(12): 127-132.
    [6]ZHANG Xiu-fang, XU Shi-lang. INFLUENCE OF DIFFERENT SOFTENING CURVES ON CRACK EXTENSION RESISTANCE CURVE GR[J]. Engineering Mechanics, 2009, 26(2): 5-009.
    [7]ZHAO Zhi-fang, XU Shi-lang, ZHOU Hou-gui. THE INFLUENCE OF SOFTENING TRACTION-SEPERATION LAW OF CONCRETE UPON THE DOUBLE-K FRACTURE PARAMETERS[J]. Engineering Mechanics, 2002, 19(4): 149-154.
    [8]WU Zhi-min, WANG Jin-lai, XU Shi-lang, LIU Yi. THT EFFECTIVE FRACTURE TOUGHNESS OF CONCRETE BASED ON FICTITIOUS CRACK MODEL[J]. Engineering Mechanics, 2000, 17(1): 99-104.
    [9]Duan Shujin, Li Yunfeng, Li Yanjun, Wang Shubao, Peng Chengshan, Zhang Meiwen. DETERMINING CONCRETE STRAIN-SOFTENING CURVE BY THE J-INTEGRAL METHOD[J]. Engineering Mechanics, 1998, 15(4): 108-115.
    [10]Wu Zhimin, Zhao Guofan. NONLINEAR FRACTURE TOUGHNESS GIc OF CONCRETE AND ITS SIZE EFFECT[J]. Engineering Mechanics, 1995, 12(4): 9-16.

Catalog

    CAI Si-wei

    1. On this Site
    2. On Google Scholar
    3. On PubMed

    Article Metrics

    Article views (747) PDF downloads (314) Cited by()

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return