OPTIMIZATION OF SIMPLY SUPPORTED CASTELLATED I-BEAMS LOADED BY A UNIFORMLY DISTRIBUTED LOAD
The paper discusses the problem of optimizing the geometric parameters of simply supported I-beams in order to maximize their load carrying capacity. Numerical simulation of various types of failure of castellated I- beams with ideal elastic-plastic steel is carried out. The stability of the wall, t...
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| Format: | Article |
| Language: | English |
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Publishing House ASV
2019-12-01
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| Series: | International Journal for Computational Civil and Structural Engineering |
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| Online Access: | http://ijccse.iasv.ru/article/view/243 |