2015
DOI: 10.4028/www.scientific.net/amm.725-726.722
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Reticular-Stretched Thermo-Profile: Buckling of the Perforated Web as a Single Plate

Abstract: <p>This paper includes buckling analysis of reticular-stretched steel cold formed profile web as a single plate based on classical theory of elasticity. Numerical method used throughout the research was finite-element method (FEM). Results of the research have good correlation with tests.</p>

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Cited by 3 publications
(3 citation statements)
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References 12 publications
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“…One of disadvantages of reinforced concrete constructions is complexity of their strengthening and repair, especially if the purpose of repair is to increase loading capacity of a construction [15,18].…”
Section: Introductionmentioning
confidence: 99%
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“…One of disadvantages of reinforced concrete constructions is complexity of their strengthening and repair, especially if the purpose of repair is to increase loading capacity of a construction [15,18].…”
Section: Introductionmentioning
confidence: 99%
“…[24,27] The most effective way to increase durability of water-throughput pipes, according to a number of researchers, is an employment of corrugated steel while producing water-throughput pipes. [6,8] The main advantages of SCC:…”
Section: Introductionmentioning
confidence: 99%
“…Sinelnikov [36][37][38] and Nazmeeva [39,40] investigated the buckling behavior of compressed cold-formed columns made of RST-profiles. Trubina [41][42][43][44] analyzed the problem of local and global buckling of RST-profiles in bending.…”
Section: Introductionmentioning
confidence: 99%