Prediction of ultimate strength of reinforced geopolymer concrete wall panels in one-way action

被引：38

作者：

Ganesan, N. ^{[1
]}

Indira, P. V. ^{[1
]}

Santhakumar, Anjana ^{[1
]}

机构：

[1] Natl Inst Technol Calicut, Dept Civil Engn, Calicut, Kerala, India

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2013年 / 48卷

关键词：

Aspect ratio; Geopolymer concrete; Slenderness ratio; Ultimate load; Wall panel; FLY-ASH; SODIUM;

D O I：

10.1016/j.conbuildmat.2013.06.090

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An experimental investigation has been carried out to study the strength and behaviour of Ordinary Portland cement concrete (OPC) and geopolymer concrete (GPC) wall panels. A total of 20 wall panels were tested under uniformly distributed axial load in one-way in-plane action. Out of these, 10 wall panels were made of OPC and the remaining was of GPC. The main variables considered in this study were slenderness ratio (SR) and aspect ratio (AR) of the walls. Also a method was proposed to predict the ultimate load of reinforced GPC wall panels. (C) 2013 Elsevier Ltd. All rights reserved.

引用

页码：91 / 97

页数：7

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