Bearing capacity of steel I-sections under combined bending and torsion actions taking into account plastic deformations
In steel structures, the I-beams are in many cases exposed to combination of bending moment and bimoment actions. In the elastic stage of work, material strength check is based on maximum normal stresses, which for symmetric I-beams are the sum of moment and bimoment stresses. The maximum stresses a...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Institut za istrazivanja i projektovanja u privredi
2014-01-01
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| Series: | Istrazivanja i projektovanja za privredu |
| Subjects: | |
| Online Access: | https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2014/1451-41171403179T.pdf |