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Wpływ rozwiązań konstrukcyjnych hali magazynowej na zużycie stali

Basiński Witold, Orzeł Jakub

Materiały Budowlane

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2022

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nr 2

2--4

PL

W artykule zaprezentowano analizę zużycia stali na konstrukcję typowej hali magazynowej o wymiarach 48 x 40 m. Przeanalizowano 13 różnych układów konstrukcyjnych, w których różnicowano schemat statyczny konstrukcji, stosując płatwie kratowe i gorącowalcowane uciąglone oraz dźwigary kratowe, pełnościenne i dźwigary o falistym środniku. Wykazano różnice w całkowitym zużyciu stali, wskazano optymalne rozwiązanie oraz elementy konstrukcyjne mające największy wpływ na całkowitą masę konstrukcji.

EN

The article presents an analysis of steel consumption for the structure of a typical storage hall with dimensions of 48 x 40 m. Thirteen different structural systems were analyzed, in which the static scheme of the structure was differentiated, using lattice and hot-rolled continuous purlins as well as lattice girders, plate girders and girders with a corrugated web. Differences have been shown in the total consumption of steel, the optimal solution and structural elements having the greatest impact on the total weight of the structure were indicated.

2

Effect of random strength parameters of flange steel on bending resistance and deflections of girders with corrugated web

Basiński Witold

Architecture Civil Engineering Environment

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2020

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Vol. 13, no. 4

47--60

EN

The study presents results of statistical investigations into random strength parameters of steel used to manufacture flanges of plate girders with corrugated web. In the case of plate girders with corrugated webs, flanges are manufactured from flat sheet steel S235JRG2 or S355J2+N or S275. The guaranteed yield strength Remin is determined on the basis of tests conducted on steel samples. It should be lower than yield strength of flat sheets obtained as the result of testing mechanical properties. This value at the same time should be regarded as the margin of resistance of girders. The material tests were performed on samples randomly collected from 20 girders with corrugated web and flange thickness of 15 and 20 mm, which had been already examined. Coefficients of variation of yield strength VRe=D(Re)/E(Re) and partial factors of yield strength γm were selected on the basis of the conducted analysis of material tests. The obtained results were related to factors γm determined from the tests on thin flat sheets. The impact of yield strength and random cross-sectional area of flanges on bending resistance of girders with corrugated web was shown. Also the effect of the spread of the Young’s modulus values and semi-rigid connections on global displacements of tested plate girders with corrugated web was analyzed.

3

Shear buckling resistance of cantilever girders with corrugated web

Basiński Witold

Architecture Civil Engineering Environment

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2019

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Vol. 12, no. 1

63--79

EN

The study reports investigations into shear buckling resistance of the corrugated web of cantilever SIN girders. Experimental tests were conducted on ten SIN girders with the web height of 500, 1000, 1250 and 1500 mm made to 1:1 scale. The tests confirmed the advantageous effect of support stiffeners of cantilever girder parts on shear buckling resistance. Load-displacement paths of global displacements in cantilevers of SIN girders were analysed. The Finite Element Method was used to construct models that simulated the behaviour of the experimental models. The numerical analysis of FEM girders was conducted for twelve models with the web height ranging from 500 to 1500 mm, and web thickness of 2, 2.5 and 3 mm. In the FEM analysis, different modes of the web failure, namely local and interactive ones, were taken into account. Based on experimental investigations and the FEM analysis, a method for estimating design shear buckling resistance of the corrugated web in cantilever girders with support stiffener was proposed. The method was based on the determination of interactive buckling resistance. It was demonstrated that support stiffeners in cantilever girders produced an advantageous effect on increase in shear buckling resistance. The solution developed was compared with the methods currently employed to determine buckling resistance. Conclusions and recommendations were drawn on dimensioning of cantilever girders with support stiffener.