Tension stiffening bond modelling of cracked flexural reinforced concrete beams/Supleišėjusių gelžbetoninių sijų armatūros ir betono sankibos modeliavimas
This paper deals with the analysis of cracked flexural reinforced concrete structures with special highlighting of modelling the interaction between concrete and reinforcement. A new approach based on the bond stress distribution through the transfer length between the zero‐slip and the cracked sect...
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| Format: | Article |
| Language: | English |
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Vilnius Gediminas Technical University
2008-06-01
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| Series: | Journal of Civil Engineering and Management |
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| Online Access: | https://journals.vgtu.lt/index.php/JCEM/article/view/6830 |