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:
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.