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LIMIT STATE OF CRACKING FOR REINFORCED CONCRETE FLEXURAL MEMBER AS PER IRC:112-2011
| 题名： | LIMIT STATE OF CRACKING FOR REINFORCED CONCRETE FLEXURAL MEMBER AS PER IRC:112-2011 |
| 其他题名： | 1.One Steel Reinforcing Guide to Reinforced Concrete Design:Crack Control of Slabs:Part 1:AS 3600 Design,Published by Centre for Construction Technology Research,Uni.of Western Sydney(August 2000). |
| 正文语种： | 英文 |
| 作者： | Devang Patel |
| 关键词： | phenomenon；present；crac；control；design；flex；rack；state；bridge；claus |
| 摘要： | The Latest Code for Bridge Design, IRC: 112-2011 has introduced the Limit State Method of design. Accordingly the member is to be checked for crack width under serviceability condition. The paper represents the basic theory and phenomenon of the crack width in the RCC flexural member. The various clauses of the IRC:112-2011 pertaining to Crack width are also discussed. Two approaches for crack control: 1) Crack width calculations and 2) Crack control without direct calculations are discussed at length. Numerical example for use of those approaches is also presented. |
| 出版年： | 2015 |
| 论文唯一标识： | I-75Y2015V43N06003 |
| 英文栏目名称： | Technical Papers |
| 期刊名称： | Indian Highways |
| 拼音刊名(出版物代码)： | I-75 |
| 卷： | 43 |
| 期： | 06 |
| 页码： | 27-35 |
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