Abstract
As the Kazakhstani and foreign sources currently propose the only way to reinforce perforations in a corrugated web, development of the new and improvement of the existing methods to reinforce the round perforations appear to be a crucial task. Load-carrying capability of beams with corrugated web that is weakened by perforations requires in-depth consideration of reinforcement of the perforated areas to ensure integrity, stability and longevity of structural steels. The practical application in construction of welded beams with corrugated web weakened by perforations requires relevant laboratory tests using large-scale models. This study is to address several issues: to assess the effect of stiffening of various shapes on hardness and stability of the beams with corrugated web; to investigate deformability of the beam with corrugated web both with and without perforations subject to the linear and nonlinear operations; to study specifics of extreme limit states, as well as models’ behavior under load; to determine the maximum load-carrying capability and limit deflection. The most efficient types of stiffening of the perforations in corrugated web have been determined. A comparative analysis of experimental and computer-assisted beam deflection data is performed. On the whole, the conducted experimental model studies have allowed to find out the key characteristics of load-carrying capability and deformability, to determine specifics of loss of stability of flanges and corrugated webs for different perforation stiffening techniques.
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Bryantsev, A., Absimetov, V. (2020). Laboratory Tests of Welded Corrugated Beams with Perforations. In: Anatolijs, B., Nikolai, V., Vitalii, S. (eds) Proceedings of EECE 2019. EECE 2019. Lecture Notes in Civil Engineering, vol 70. Springer, Cham. https://doi.org/10.1007/978-3-030-42351-3_5
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