Validation of a Shear Model for RC and Hybrid Beams with Two Different Inclinations of Transversal Reinforcement
2016 ◽
Vol 847
◽
pp. 505-512
◽
Keyword(s):
Rc Beams
◽
The validation of an analytical model recently proposed for evaluation of the shear capacity in Reinforced Concrete (RC) beams containing multiple inclination of transverse stirrups is presented. The model is a suitable extension of that currently proposed in Eurocode 2 for the evaluation of the shear resistance, and it is derived by means of the the variable-inclination stress-field theory based on Nielsen’s plastic approach. Experimental and numerical data available in the literature on Hybrid Steel-Trussed Concrete Beams (HSTCBs) are used for model validation and result discussion. Finally, also the comparison with a different analytical approach for the assessment of the shear resistance of HSTCBs is provided.
2021 ◽
Vol 25
(4)
◽
pp. 04021037
2021 ◽
Vol 1203
(2)
◽
pp. 022108
Keyword(s):
2018 ◽
Vol 11
(2)
◽
pp. 432-454
Keyword(s):
2021 ◽
Vol 1209
(1)
◽
pp. 012056
Keyword(s):
Keyword(s):