Study on Partial Replacement of Silica Fume Based Geopolymer Concrete Beam Behavior under Torsion

被引:18
作者
Daniel, A. Joshua [1 ]
Sivakamasundari, S. [1 ]
Nishanth, A. [1 ]
机构
[1] SRM Univ, Dept Civil Engn, Kattankulathur 603203, India
来源
PLASTICITY AND IMPACT MECHANICS | 2017年 / 173卷
关键词
Silica Fume; Torsional Load; Geoploymer Concrete; Longitudinal Reinforcement;
D O I
10.1016/j.proeng.2016.12.162
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The utilization of Ordinary Portland Cement (OPC) cause hazard due to emission of CO2. To avoid this, Pozzolanic material is used as a substituted for OPC. These are activated by alkaline to form a gel known as aluminosilicate which acts as a binder in concrete. In this study cement is partially replaced by Silica fume (SF). The torsional behaviour of the conventional concrete and SF based geo-polymer concrete is tested with varying percentage of longitudinal reinforcement. The results were compared in terms of torque, twist, stiffness degradation, curvature ductility, torsional toughness and crack width. (C) 2017 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:732 / 739
页数:8
相关论文
共 19 条
[1]   Behavior of reinforced concrete beams with minimum torsional reinforcement [J].
Chiu, Hao-Jan ;
Fang, I-Kuang ;
Young, Wen-Tang ;
Shiau, Jyh-Kun .
ENGINEERING STRUCTURES, 2007, 29 (09) :2193-2205
[2]  
Cowan H.J., 1951, CONCR CONSTR ENG, V46, P51
[3]  
Davidovits J., 1994, Proceedings of the first international conference on alkaline cements and concretes, P131, DOI DOI 10.1016/J.COLSURFA.2006.05.044
[4]   Study on reinforced lightweight coconut shell concrete beam behavior under torsion [J].
Gunasekaran, K. ;
Ramasubramani, R. ;
Annadurai, R. ;
Chandar, S. Prakash .
MATERIALS & DESIGN, 2014, 57 :374-382
[5]  
Hsu T. T. C., 1968, TORSION STRUCTURAL C, P51
[6]  
Kamara Mahmoud, 2007, PROFESSIONAL DEV SER
[7]   Mechanism of geopolymerization and factors influencing its development: a review [J].
Khale, Divya ;
Chaudhary, Rubina .
JOURNAL OF MATERIALS SCIENCE, 2007, 42 (03) :729-746
[8]   Damage behavior of geopolymer composites exposed to elevated temperatures [J].
Kong, Daniel L. Y. ;
Sanjayan, Jay G. .
CEMENT & CONCRETE COMPOSITES, 2008, 30 (10) :986-991
[9]  
Li G., 2003, PROPERTIES CONCRETE, P293
[10]  
Lloyd N A, 2010, P 35 C OUR WORLD CON, P25