A modified K&C model for concrete subjected to coupled effect of high temperature and high strain rate
Authors:
- Li ChenLCLi Chen
- Puchu XiePXPuchu Xie
- Bin FengBFBin Feng
- Jian HongJHJian Hong
- Qin FangQFQin Fang
- 16 August 2023
- journal article
- research article
- Published by Elsevier in International Journal of Impact Engineering
- Vol. 181
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51978166)
This publication has 49 references indexed in Scilit:
- Static and dynamic mechanical properties of concrete after high temperature exposureMaterials Science and Engineering: A, 2012
- Numerical analysis of concrete material properties at high strain rate under direct tensionInternational Journal of Impact Engineering, 2012
- Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulationsInternational Journal of Impact Engineering, 2009
- The effect of high temperature on compressive strength and splitting tensile strength of structural lightweight concrete containing fly ashConstruction and Building Materials, 2008
- Numerical investigation of concrete subjected to compressive impact loading. Part 1: A fundamental explanation for the apparent strength gain at high loading ratesComputers & Structures, 2008
- Numerical investigation of concrete subjected to compressive impact loading. Part 2: Parametric investigation of factors affecting behaviour at high loading ratesComputers & Structures, 2008
- The effect of radial inertia on brittle samples during the split Hopkinson pressure bar testInternational Journal of Impact Engineering, 2007
- Hugoniot properties for concrete determined by full-scale detonation experiments and flyer-plate-impact testsInternational Journal of Impact Engineering, 2006
- Stress–strain behaviour of high-strength concrete at elevated temperaturesMagazine of Concrete Research, 2005
- Dynamic behavior of concrete at high strain rates and pressures: I. experimental characterizationInternational Journal of Impact Engineering, 2001