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Cracking of concrete causes degradation of the bond slip relationship when crack width is large.
Their behavior was analyzed in terms of load–slip relationship and failure mode.
The load–slip relationship and initial stiffness of specimens were analysed in terms of anchorage length and glue-line thickness.
The study proved the necessity of using a reasonable bond slip relationship for modeling early age RC slab cracking.
This investigation considers the load–slip relationship and ultimate load behaviour for push tests with a three-dimensional non-linear finite element program ABAQUS.
Based on the constitutive law of the materials, the simplified three stage mechanical model was proposed and the load–slip relationship was also predicted.
Similar(46)
Existing cracks have a two-sided effect on bond-slip relationship.
An arbitrary bond-slip relationship can be implemented within the model.
Besides, bond-slip relationship of CFRP tendon inside anchor is nonlinear.
The load-displacement relationship and bond-slip relationship were firstly presented.
The bond-slip relationship is essential to understand the mechanisms involved in the bond failure process.
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