Behaviour of similar strength crumbed rubber concrete (CRC) mixes with different mix proportions

被引:59
作者
Mendis, Agampodi S. M. [1 ]
Al-Deen, Safat [1 ]
Ashraf, Mahmud [1 ]
机构
[1] Univ New South Wales, Sch Engn & Informat Technol, Canberra, ACT, Australia
关键词
Crumbed rubber concrete; Waste tyre rubber; Mechanical properties; PARTIAL REPLACEMENTS; WASTE RUBBER; TYRE-RUBBER; CEMENT; PERFORMANCE; SAND; DURABILITY; RESISTANCE; AGGREGATE; FRACTURE;
D O I
10.1016/j.conbuildmat.2017.01.125
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of a series of tests aimed at comparing the mechanical behaviours of various crumbed rubber concrete (CRC) mixes of similar strength. For this purpose, a number of similar strength CRC mixes using different mix proportions and crumbed rubber content were developed. Shredded scrap truck tyre was used as the crumbed rubber for these CRC mixes. Mechanical properties such as compressive and tensile strength and their variation with time, elastic modulus, stress-strain relationships of the developed mixes were experimentally measured and compared. These experimental results were also used to examine the appropriateness of using available standard guidelines for predicting mechanical properties of ordinary concrete to CRC. The measured stress-strain behaviours were also compared with the constitutive models for ordinary concrete available in the design guidelines. The results of this study show that regardless of rubber content, similar strength CRC mixes exhibit similar mechanical properties and available standard guidelines for normal concrete can be used to predict their behaviour with similar level of accuracy of normal concrete. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:354 / 366
页数:13
相关论文
共 44 条
[1]   Waste tyre rubberized concrete: Properties at fresh and hardened state [J].
Aiello, M. A. ;
Leuzzi, F. .
WASTE MANAGEMENT, 2010, 30 (8-9) :1696-1704
[2]  
Ako T.A., 2014, Journal of Geosciences and Geomatics, V2, P42, DOI [DOI 10.12691/JGG-2-2-1, 10.12691/jgg-2-2-1]
[3]  
Al-Tayeb MM, 2013, COMPUT CONCRETE, V11, P63
[4]   Impact Resistance of Concrete with Partial Replacements of Sand and Cement by Waste Rubber [J].
Al-Tayeb, Mustafa Maher ;
Abu Bakar, B. H. ;
Ismail, Hanafi ;
Akil, Hazizan Md .
POLYMER-PLASTICS TECHNOLOGY AND ENGINEERING, 2012, 51 (12) :1230-1236
[5]   Effect of Partial Replacements of Sand and Cement by Waste Rubber on the Fracture Characteristics of Concrete [J].
Al-Tayeb, Mustafa Maher ;
Abu Bakar, B. H. ;
Akil, Hazizan Md ;
Ismail, Hanafi .
POLYMER-PLASTICS TECHNOLOGY AND ENGINEERING, 2012, 51 (06) :583-589
[6]  
[Anonymous], 1992, EN199211
[7]  
[Anonymous], 1997, 363 ACI
[8]  
[Anonymous], 318111 ACI
[9]  
[Anonymous], 2008, PRED CREEP SHRINK TE
[10]  
[Anonymous], 2010, AS3972