Numerical Analysis of Prestressed Reinforced Concrete Beam Subjected to Blast Loading

By Wensu Chen, Hong Hao, Shuyang Chen. 2015

161 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/6ac4ae4ab5448484ffdbaf9d0658266ce1cbd510

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. Thong M. Pham
2. Hong Hao
3. Gholamreza Gholipour
4. Chunwei Zhang
5. Asma Alsadat Mousavi

In Civil and Structural Engineering

1. Thong M. Pham
2. Hong Hao
3. Gholamreza Gholipour
4. Chunwei Zhang
5. Asma Alsadat Mousavi
6. Y. Hao

Citations in the corpus

• An experimental and numerical study of reinforced ultra-high performance concrete slabs under blast loads (2015, unknown): “In LS-DYNA, for normal strength concrete modelling, various material models such as Pseudo Tensor (MAT_16), Johnson Holmquist Concrete (MAT_111) and Concrete Damage Rel3 (MAT_72_REL3) have been widely used under dynamic loading condition [21–23].”
• Effect of the plastic hinge and boundary conditions on the impact behavior of reinforced concrete beams (2017, result): “The use of DIF to model the strain rate effect of concrete and steel materials associated with high strain rate was proven to yield reliable predictions [27-29].”