Concrete fracture prediction using bilinear softening
By Jeffery R. Roesler, Glaucio H. Paulino, Kyoungsoo Park, Cristian Gaedicke. 2007
247 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/6d82c01f476c6858a0289c53a9abf006485fcc3d
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- K. Kovler
- Carlos Armando Duarte
- Kyoungsoo Park
- Nicolas Roussel
- Jeffery R. Roesler
- John Dolbow
- Glaucio H. Paulino
- J. Kim
In Mechanics of Materials
- Carlos Armando Duarte
- J. Kim
- Glaucio H. Paulino
- Kyoungsoo Park
- John Dolbow
- K. Kovler
- Nicolas Roussel
- Jeffery R. Roesler
Citations in the corpus
- Cohesive fracture model for functionally graded fiber reinforced concrete (2010, methodology): “to capture the local fracture process in this problem [36].”
- A new generalized finite element method for two‐scale simulations of propagating cohesive fractures in 3‐D (2015, result): “The experimental results of interest here are reported in [95].”
- Properties of fresh and hardened concrete (2011, methodology): “A finite element-based cohesive zone model was developed using bilinear softening to predict the monotonic load versus crack mouth opening displacement curve of geometrically similar notched concrete specimens [92].”
- A phase-field formulation for dynamic cohesive fracture (2018, background): “(a) Dimensions and boundary conditions for the three-point bending test, from Roesler et al. (2007). (b) Associated damage pattern for the three-point bending test in the deformed configuration with degradation function (21) and p = 1.”