1996
DOI: 10.1016/s0143-974x(96)00023-5
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Resistance of I-girders to concentrated loads

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Cited by 104 publications
(74 citation statements)
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“…The elastic stress ( , Lagerqvist and Johansson [24] investigated the resistance of I-girders to concentrated loads. They presented the design model for the patch loading resistance of unstiffened plate girders.…”
Section: Stiffenersmentioning
confidence: 99%
“…The elastic stress ( , Lagerqvist and Johansson [24] investigated the resistance of I-girders to concentrated loads. They presented the design model for the patch loading resistance of unstiffened plate girders.…”
Section: Stiffenersmentioning
confidence: 99%
“…Besides the exact stress function in the girder web, the introduction of flange in the stability analysis of I-girder through a series of effects (elastic restraint of edges on the web-flange junctions; bending, axial and torsional stiffness of the flange; load propagation through the flange) increases the value of the buckling coefficient. The aforementioned thesis has been studied by numerous authors [3][4][5][6] and this primarily through numerical analyses based on the finite element method, so as to take into account the complexity of the problem and a large number of parameters that affect the critical load intensity of thin-walled I-girders. Lagerqvist and Johansson [3] have studied the influence of flanges on the elastic stability of I-girders, as well as the impact of the loading length on critical load.…”
Section: Figure 1 Thin-walled I-girder Subjected To Patch Loadmentioning
confidence: 99%
“…The aforementioned thesis has been studied by numerous authors [3][4][5][6] and this primarily through numerical analyses based on the finite element method, so as to take into account the complexity of the problem and a large number of parameters that affect the critical load intensity of thin-walled I-girders. Lagerqvist and Johansson [3] have studied the influence of flanges on the elastic stability of I-girders, as well as the impact of the loading length on critical load. Based on the aforementioned numerical study, an expression for calculating the buckling coefficient of thin-walled I-girders under the patch loading is suggested.…”
Section: Figure 1 Thin-walled I-girder Subjected To Patch Loadmentioning
confidence: 99%
“…The simplified model for predicting the force-displacement behaviour of the compression zone at elevated temperatures consists of three parts, of which the firstly is an approach for the ultimate resistance, based on a proposal by Lagerqvist and Johansson (1996). This assumes a series of plastic hinges forming in the column flange in combination with yielding of the web.…”
Section: Simplified Model Of the Compression Zonementioning
confidence: 99%