Stochastic damage model for concrete based on energy equivalent strain

By Jie Li, X. Ren. 2009

214 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/a26e62df29219875372ae05bb26eed8b0ef328f1

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Gang Wu
2. Yong Lu
3. De-Cheng Feng

In Civil and Structural Engineering

1. Gang Wu
2. Yong Lu
3. De-Cheng Feng

In Mechanics of Materials

1. Gang Wu
2. Yong Lu
3. De-Cheng Feng

Citations in the corpus

• Finite element modelling approach for precast reinforced concrete beam-to-column connections under cyclic loading (2018, background): “…by the energy release rates Y ± [23, 24, 25], which be further simplified into energy equivalent strains eq ± to represent the multi-dimensional damage evolution through uniaxial damage functions [26], i.e., where E 0 is the initial elastic modulus; b 0 and α are the material parameters [23].”