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However, debonding failure of reinforcing layer is one of the major failure modes for these reinforced structures.
Based on the conducted analyses it was concluded that the failure of reinforcing fibres, as a result of compressive and shearing stresses, is a major/dominant form of failure for most of the studied configurations.
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Failure of reinforced concrete (RC) slabs without shear reinforcement in punching has been a challenging problem for nonlinear finite element (FE) analysis.
This paper presents a new simplified verification method to predict the ultimate shear stress and the mode of failure of reinforced concrete membrane elements with orthogonal reinforcement under any combination of normal stresses.
This paper studies the problem of early concrete cover delamination and plate-end failure of reinforced concrete beams strengthened with externally bonded FRP-reinforcement.
Reinforcement's corrosion is directly responsible by durability and failure of reinforced concrete structures.
The interaction between reinforcement bars and concrete is particularly essential in predicting the ultimate failure of reinforced concrete (RC) elements.
The research is focused on punching shear failure of reinforced ground supported slab.
Shear failure of reinforced concrete members is brittle and catastrophic, and should be avoided.
The article deals with punching shear failure of reinforced concrete slabs with low thickness exposed to high load in interaction with the ground.
The analytical model for punching failure of reinforced concrete slabs developed by Menetrey [Menetrey P. Synthesis of punching failure in reinforced concrete. Cem Concr Comp 2002 24 497 507] is used.
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