Please use this identifier to cite or link to this item:
http://localhost:8080/xmlui/handle/123456789/2034Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Rathish Kumar, P. | - |
| dc.contributor.author | Rao, C.B.K. | - |
| dc.date.accessioned | 2024-12-06T11:10:09Z | - |
| dc.date.available | 2024-12-06T11:10:09Z | - |
| dc.date.issued | 2006 | - |
| dc.identifier.citation | 10.1680/macr.2006.58.10.647 | en_US |
| dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/2034 | - |
| dc.description | NITW | en_US |
| dc.description.abstract | The increased utility of ferrocement for stressed skin surfaces such as domes, arches, funicular shells etc, necessitated further research and development for better performance. The aim of the current paper is to develop an analytical model for predicting the stress–strain behaviour of an improved ferrocement, based on the experimental results. The results of 144 hollow cylindrical specimens tested under strain control rate of loading are presented. The increase in strength and strain of ferrocement are used in formulating the constitutive relation. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Magazine of Concrete Research | en_US |
| dc.subject | ferrocement | en_US |
| dc.subject | axial compression | en_US |
| dc.title | Constitutive behaviour of high-performance ferrocement under axial compression | en_US |
| dc.type | Article | en_US |
| Appears in Collections: | Civil Engineering | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| macr.2006.58.10.647.pdf | 650.21 kB | Adobe PDF | View/Open |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.