Shear strength of concrete members without transverse reinforcement: A mechanical approach to consistently account for size and strain effects
By M. Fernández Ruiz, A. Muttoni, J. Sagaseta. 2015
160 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/3527ac3b8450f0f32d95dc5d0863a130d68db5f4
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- An analysis of the shear‐transfer actions in reinforced concrete members without transverse reinforcement based on refined experimental measurements (2018, background): “As experimentally observed,(13) the top part of the critical shear crack (quasi-horizontal part) is characterized by a pure mode I opening response and is thus governed by the residual tensile strength of concrete.(9) In this paper, the relation proposed by Hordijk(25) for the concrete residual stre”
- Critical shear displacement theory: on the way to extending the scope of shear design and assessment for members without shear reinforcement (2016, methodology): “As a reference, the results from the Eurocode, fib Model Code 2010 and the Swiss code (based on the formulation in [21]) are included as well.”