Deflection of flexural reinforced concrete structures with external non-metallic reinforcement (experimental and theoretical investigation)
In many cases concrete structures with prestressed steel being sufficiently strong do not meet requirements for stiffness. It is possible to avoid steel prestressing in concrete structures by means of providing additional non-metallic reinforcement, which gives opportunity to increase stiffness of...
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| Format: | Article |
| Language: | English |
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Vilnius Gediminas Technical University
2002-09-01
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| Series: | Journal of Civil Engineering and Management |
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| Online Access: | http://journals.vgtu.lt/index.php/JCEM/article/view/9118 |