Compressive behaviour of concrete structures incorporating recycled concrete aggregates, rubber crumb and reinforced with steel fibre, subjected to elevated temperatures

Author:

Guo Yong-chang,Zhang Jian-hong,Chen Guang-ming,Xie Zhi-hong

Funder

National Natural Science Foundation

Science and Technology Planning Project of Guangdong Province

Technology Planning Project of Huangpu District

Foundation of Guangdong Provincial Department of Transport

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Strategy and Management,General Environmental Science,Renewable Energy, Sustainability and the Environment

Reference35 articles.

1. Effect of partial replacement of sand by recycled fine crumb rubber on the performance of hybrid rubberized-normal concrete under impact load: experiment and simulation;Al-Tayeb;J. Clean. Prod.,2013

2. ASTM C 39/C 39M. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens;ASTM,2003

3. ASTM C 192/C 192M. Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory;ASTM,2006

4. ASTM E11-09e1. Standard Specification for Woven Wire Test Sieve Cloth and Test Sieves;ASTM,2009

5. Properties of steel fibre reinforced fly ash concrete;Atiş;Constr. Build. Mater.,2009

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