Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio
Numerical modelling of flexural behavior of the reinforced highstrength concrete beams with low reinforcement ratio is discussed in this paper. Modelling mechanism of failure reinforced concrete beams under static load, static deformation processes of the reinforced high-strength concrete beams wit...
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| Format: | Article |
| Language: | English |
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Lublin University of Technology
2009-06-01
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| Series: | Budownictwo i Architektura |
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| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/2331 |