MEASUREMENT OF THE FRACTURE ENERGY USING 3-POINT BEND TESTS .3. INFLUENCE OF CUTTING THE P-DELTA TAIL

被引:174
作者
ELICES, M
GUINEA, GV
PLANAS, J
机构
[1] Departmento de Ciencia de Materiales, Escuela de Ingenieros de Caminos, Universidad Politécnica, Madrid, 28040, Ciudad Universitaria
来源
MATERIALS AND STRUCTURES | 1992年 / 25卷 / 150期
关键词
D O I
10.1007/BF02472591
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Available measures of the fracture energy G(F) obtained with the procedure proposed by RILEM TC-50 provide values that appear to change with sample size, calling into question the possibility of considering G(F) as a material parameter. In previous papers several sources of energy dissipation were analysed and it was concluded that, although important, they were not enough to account for the measured size effect. Here, the dissipated energy at the very end of the test is analysed. It is shown that this energy cannot be neglected for small specimens if the tests are interrupted at a reasonably low rotation. When this energy is taken into account, the final values of G(F) appear to be almost size-independent. This result supports G(F) as a material parameter and provides further confidence in the RILEM proposal. Moreover, it furnishes a physical explanation for the perturbed ligament model previously developed by the authors.
引用
收藏
页码:327 / 334
页数:8
相关论文
共 17 条
[1]  
[Anonymous], 1981, CRACK GROWTH DEV FRA
[2]  
[Anonymous], 1985, MATER STRUCT, DOI DOI 10.1007/BF02472416
[3]  
DUTRON P, 1974, MATER STRUCT, V7, P207
[4]  
ELICES M, 1990, ANAL CONCRETE STRUCT, P99
[5]  
Elices M, 1989, FRACTURE MECH CONCRE
[6]   MEASUREMENT OF THE FRACTURE ENERGY USING 3-POINT BEND TESTS .1. INFLUENCE OF EXPERIMENTAL PROCEDURES [J].
GUINEA, GV ;
PLANAS, J ;
ELICES, M .
MATERIALS AND STRUCTURES, 1992, 25 (148) :212-218
[7]  
Hillerborg A., 1985, MATER STRUCT, V18, P291, DOI [10.1007/BF02472919, DOI 10.1007/BF02472919]
[8]   EVOLUTION OF FRACTURE-BEHAVIOR OF SATURATED CONCRETE IN THE LOW-TEMPERATURE RANGE [J].
MATURANA, P ;
PLANAS, J ;
ELICES, M .
ENGINEERING FRACTURE MECHANICS, 1990, 35 (4-5) :827-834
[9]  
Mihashi H, 1989, FRACTURE TOUGHNESS F
[10]   MEASUREMENT OF THE FRACTURE ENERGY USING 3-POINT BEND TESTS .2. INFLUENCE OF BULK ENERGY-DISSIPATION [J].
PLANAS, J ;
ELICES, M ;
GUINEA, GV .
MATERIALS AND STRUCTURES, 1992, 25 (149) :305-312