Modeling Different Modes of Failure in Over-Reinforced Concrete Beams Combining Tensile and Shear-Frictional Damage Models and Bond-Slip Coupling for Non-Matching Reinforcement and Fragmented Concrete Meshes-Reference-Cited by-同舟云学术

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Modeling Different Modes of Failure in Over-Reinforced Concrete Beams Combining Tensile and Shear-Frictional Damage Models and Bond-Slip Coupling for Non-Matching Reinforcement and Fragmented Concrete Meshes

Published:2024 Issue: Volume: Page:
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Author:

Santos Andrei Felipe Villa,Gimenes Marcela,Rodrigues Eduardo,Cleto Pedro,Manzoli Osvaldo

Publisher

Elsevier BV

Reference89 articles.

1. Finite element modelling of reinforcement with bond;J Cervenka;Computer Methods in Applied Mechanics and Engineering,2006

2. A description of micro-and macroscale damage of concrete structures;J Mazars;Engineering fracture mechanics,1986

3. Experimental investigation of concrete fracture under uniaxial compression, Mechanics of Cohesive-frictional Materials;M A Van Vliet;An International Journal on Experiments, Modelling and Computation of Materials and Structures,1996

4. Behavior of high-performance concrete under uniaxial and biaxial loading;X Ren;ACI materials journal,2008

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