Search results for "variable-inclination stress field"

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SHEAR RESISTANCE OF R/C BEAMS PROVIDED WITH DIFFERENTLY-INCLINED TRANSVERSE REINFORCEMENT

2012

The model for the evaluation of shear resistance of reinforced concrete member provided with transverse web reinforcement, derived by Nielsen (1999) on the basis of the variable inclination stress field approach, is generalized here to predict the shear strength of r.c. beams equipped with two sets of differently-inclined transversal web reinforcement and longitudinal skin reinforcement. Numerical analyses emphasize the efficiency of double inclined web transverse reinforcement in providing shear strength to beams.

concrete; shear resistance; stirrups; variable-inclination stress fieldSettore ICAR/09 - Tecnica Delle Costruzionivariable-inclination stress fieldconcreteconcrete shear resistance stirrups different inclinationstirrupsshear resistance

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