Influence of the concrete DIF model on the numerical predictions of RC wall responses to blast loadings
- 1 August 2014
- journal article
- Published by Elsevier BV in Engineering Structures
- Vol. 73, 24-38
- https://doi.org/10.1016/j.engstruct.2014.04.042
Abstract
No abstract availableKeywords
This publication has 45 references indexed in Scilit:
- Numerical analysis of concrete material properties at high strain rate under direct tensionInternational Journal of Impact Engineering, 2012
- The Effect of Anchorages on FRP Strengthening of RC Walls to Resist Blast LoadsApplied Mechanics and Materials, 2011
- Numerical Evaluation of the Influence of Aggregates on Concrete Compressive Strength at High Strain RateInternational Journal of Protective Structures, 2011
- Development of P-I diagrams for FRP strengthened RC columnsInternational Journal of Impact Engineering, 2011
- A Two-Step Numerical Method for Efficient Analysis of Structural Response to Blast LoadInternational Journal of Protective Structures, 2011
- Numerical Analysis of Lateral Inertial Confinement Effects on Impact Test of Concrete Compressive Material PropertiesInternational Journal of Protective Structures, 2010
- Mesoscale modelling and analysis of damage and fragmentation of concrete slab under contact detonationInternational Journal of Impact Engineering, 2009
- Dynamic behavior of concrete at high strain rates and pressures: I. experimental characterizationInternational Journal of Impact Engineering, 2001
- Compressive behaviour of concrete at high strain ratesMaterials and Structures, 1991
- A description of micro- and macroscale damage of concrete structuresEngineering Fracture Mechanics, 1986