Scale‐dependent maximum reinforcement percentage in reinforced concrete beams
Abstract
The Cohesive/Overlapping Crack Model is able to describe the transition between cracking and crushing failures occurring in reinforced concrete beams by increasing beam depth and/or steel percentage. Within this Nonlinear Fracture Mechanics model, the tensile and compressive ultimate behaviors of the concrete matrix are modeled through two different process zones that advance independently one of another. Moreover, this model is able to...
Paper Details
Title
Scale‐dependent maximum reinforcement percentage in reinforced concrete beams
Published Date
May 20, 2021
Journal
Volume
22
Issue
4
Pages
2155 - 2166
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