Title:
One-Way Shear Design Method Based on a Multi-Action Model
Author(s):
Antoni Cladera, Antonio Marí, Jesús-Miguel Bairán, Eva Oller, and Carlos Ribas
Publication:
Concrete International
Volume:
39
Issue:
9
Appears on pages(s):
40-46
Keywords:
concrete, beam, strength, equation
DOI:
10.14359/51701013
Date:
9/1/2017
Abstract:
Shear strength of a reinforced or prestressed concrete beam results from the interaction of different resisting actions. The model described in the article is a simplification of the multi-action shear model developed by the authors. Presented equations were simplified for submission to ACI-ASCE Joint Committee 445, Shear and Torsion, considering distinct features of the ACI 318-14 Code with respect to European engineering practice.
Related References:
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2. Cladera, A.; Marí, A.; Ribas, C.; Bairán, J.; and Oller, E., “Predicting the Shear-Flexural Strength of Slender Reinforced Concrete T and I Shaped Beams,” Engineering Structures, V. 101, Oct. 2015, pp. 386-398.
3. Marí, A.; Bairán, J. M.; Cladera, A.; and Oller, E., “Shear Design and Assessment of Reinforced and Prestressed Concrete Beams Based on a Mechanical Model,” Journal of Structural Engineering, ASCE, V. 142, No. 10, Oct. 2016.
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