Proposition of a new method for the calculation of diagonal crack widths in reinforced concrete elements subjected to combined torsion and shear
This paper concerns the phenomenon of cracking in reinforced concrete elements subjected to combined torsion and shear. The theoretical model developed by Rahal and Collins is described in de tail. This model is the only one which is capable of predicting the full response (e.g.: steel and concrete...
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| Format: | Article |
| Language: | English |
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Lublin University of Technology
2008-06-01
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| Series: | Budownictwo i Architektura |
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| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/2311 |