Exact(60)
The corrosion of reinforcement (rebar) in concrete members is one of the governing factors deteriorating the load carrying capacity of concrete members.
Fiber element is the most capable model for the nonlinear analysis of reinforced concrete members.
Recently, segmental precast concrete members have become a subject of interest.
High concrete strength and bar size can provide an important ultimate load of reinforced concrete members.
That is why reinforced concrete members are first dimensioned in flexure and then verified for shear.
In this study, an analytical expression of tension stiffening model for reinforced concrete members is presented.
This paper presents the results of a test series on heavily shear reinforced circular concrete members.
Transmission length is a significant parameter in the design of pretensioned concrete members.
Shear failure of reinforced concrete members is brittle and catastrophic, and should be avoided.
Hollow core circular concrete members are much less structurally used than solid circular cross sections.
A typical example of such a situation is the case of reinforced concrete members.
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