A micro-mechanical parametric study on the strength degradation of concrete due to temperature exposure using the discrete element method
Authors:
- S. SinaieSSS. Sinaie
- A. HeidarpourAHA. Heidarpour
- X.L. ZhaoXZX.L. Zhao
- 1 June 2016
- journal article
- Published by Elsevier in International Journal of Solids and Structures
- Vol. 88-89, 165-177
Abstract
No abstract availableKeywords
Funding Information
- Australian Research Council (DP1096454)
- Monash University
This publication has 36 references indexed in Scilit:
- Mechanical properties of ultra-high strength (Grade 1200) steel tubes under cooling phase of a fire: An experimental investigationConstruction and Building Materials, 2015
- The effect of cement dosage on mechanical properties of concrete exposed to high temperaturesFire Safety Journal, 2013
- An experimental method for assessing the spalling sensitivity of concrete mixture submitted to high temperatureCement and Concrete Composites, 2012
- What physical phenomena can be neglected when modelling concrete at high temperature? A comparative study. Part 1: Physical phenomena and mathematical modelInternational Journal of Solids and Structures, 2011
- Influence of aggregate deformation and contact behaviour on discrete particle modelling of fracture of concreteEngineering Fracture Mechanics, 2008
- Shape and size effects on the compressive strength of high-strength concreteCement and Concrete Research, 2008
- Effects of elevated temperatures on properties of concreteFire Safety Journal, 2007
- Residual stress–strain relationship for concrete after exposure to high temperaturesCement and Concrete Research, 2006
- Experimental study of micro/macro crack development and stress–strain relations of cement-based composite materials at elevated temperaturesCement and Concrete Research, 2004
- Thermal expansion of Portland cement paste, mortar and concrete at high temperaturesFire and Materials, 1980