RELATION OF CONCRETE FRACTURE-TOUGHNESS TO ITS INTERNAL STRUCTURE

被引:7
作者
LI, VC
HUANG, J
机构
[1] Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge
关键词
D O I
10.1016/0013-7944(90)90181-F
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
When subjected to tensile loads, concrete failure often initiates at the interfacial defects between the mortar and coarse aggregates. The branching of an interfacial crack into the mortar may form a dominant crack which leads to the eventual fracture plane. A simplified model, accounting approximately the physical events experienced by such a dominant crack, is developed to relate the internal structure and mechanisms of deformations to the post-peak behavior and fracture toughness of concrete. © 1990.
引用
收藏
页码:39 / 46
页数:8
相关论文
共 24 条
  • [1] ELASTIC-MODULI OF A CRACKED SOLID
    BUDIANSKY, B
    OCONNELL, RJ
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1976, 12 (02) : 81 - 97
  • [2] Cornelissen HAW, 1986, FRACTURE TOUGHNESS F, P565
  • [3] EVANS AG, 1984, FRACTURE CERAMIC MAT, P171
  • [4] Evans AG, 1984, FRACTURE CERAMICS MA, P109
  • [5] FABER KT, 1983, FRACTURE MECHANICS C, V6, P77
  • [6] FRACTURE MECHANICS STUDIES ON CONCRETE COMPOUNDS
    HILLEMEIER, B
    HILSDORF, HK
    [J]. CEMENT AND CONCRETE RESEARCH, 1977, 7 (05) : 523 - 535
  • [7] Hillerborg A., 1983, FRACTURE MECH CONCRE, P223
  • [8] HILLERBORG A, 1984, RILEM TC50FMC REP
  • [9] Hsu TTC, 1963, J AM CONCR I P, V60, P465
  • [10] HUANG J, 1989, IN PRESS COMPOSITES