Non-axis-symmetrical punching shear around internal columns of RC slabs without transverse reinforcement
نویسندگان
چکیده
منابع مشابه
Improving the Punching Shear Strength of RC Slabs by FRP and Steel Sheets
This paper deals with the modeling of punching shear failure in reinforced concrete slabs using nonlinear finite element analysis. The 3D finite element analyses (FEA) were performed with the appropriate modeling of element size and mesh, and the constitutive modeling of concrete. The FE numerical models are validated by comparing with the experimental results obtained from tested specimens and...
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ژورنال
عنوان ژورنال: Magazine of Concrete Research
سال: 2011
ISSN: 0024-9831,1751-763X
DOI: 10.1680/macr.10.00098