COMBINED EXPERIMENTAL-NUMERICAL APPROACH TO CHARACTERIZATION OF STEEL-GLUE-CONCRETE INTERFACE

被引:40
作者
ZIRABA, YN
BALUCH, MH
BASUNBUL, IA
AZAD, AK
ALSULAIMANI, GJ
SHARIF, AM
机构
[1] Department of Civil Engineering, King Fahd University of Petroleum and Minerals, Dhahran
来源
MATERIALS AND STRUCTURES | 1995年 / 28卷 / 183期
关键词
D O I
10.1007/BF02473156
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental-numerical approach is presented to rationalize the plethora of results, sometimes contradictory, reflecting the characterization of an epoxy bonded steel-concrete interface. Based on data from a specially designed half-beam specimen and experimental results from other specimen geometries, combined with their respective nonlinear finite element idealizations, a classical Mohr-Coulomb failure law together with a tension cut-off are suggested for the steel-glue-concrete interface. This description can then be used in a finite element simulation of a plated reinforced concrete beam.
引用
收藏
页码:518 / 525
页数:8
相关论文
共 21 条
[1]   NONLINEAR FINITE-ELEMENT MODELING OF FAILURE MODES IN RC SLABS [J].
ABBASI, MSA ;
BALUCH, MH ;
AZAD, AK ;
RAHMAN, HHA .
COMPUTERS & STRUCTURES, 1992, 42 (05) :815-823
[2]  
BROWN K, 1973, CONSTR NEWS 1021
[3]  
CHARIF A, 1983, THESIS U SHEFFIELD
[4]  
Chen WF, 1982, CONSTITUTIVE EQUATIO, V1
[5]  
FLEMING CJ, 1967, SYNTHETIC RESINS BUI, P75
[6]  
HINTON E, 1984, FINITE ELEMENTS SOFT
[7]  
Hsu T. T. C., 1963, ACI J P, V60, P209
[8]  
IHERMITE RL, 1967, SYNTHETIC RESINS BUI, P175
[9]  
Jones R, 1982, INT J CEMENT COMPOSI, V4, P19
[10]  
LINO T, 1981, 3RD P INT C POL CONC, P997