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The mathematical model for calculating ultimate load capacity of thin-walled steel I-girder under the patch load is proposed.
The paper deals with the problem of ultimate load capacity of thin-walled steel I-girders under the patch load which acts in the web plane of the girder.
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The patch loading is expressed in the form of a double Fourier series expansion.
Previous studies proved that the patch loading resistance model of the EN1993-1-5 can lead to significant underestimation of the patch loading resistance in case of longitudinally stiffened girders.
12 large scale test specimens are investigated under combined patch load and bending moment.
All the slabs were simply supported on four edges and tested under a central patch load.
The punching shear behaviour of simply supported reinforced recycled concrete slabs under a central patch load has been investigated by means of failure patterns, ultimate loads and deflection load curves.
This paper demonstrates a comprehensive 3D nonlinear finite element (FE) analysis of curved double skin composite panels infilled with ultra-lightweight cement composite (ULCC) under patch load.
Laboratory tests were carried out on eight SCS sandwich slabs under centrally applied patch load.
Analytical models have been developed to predict the ultimate resistances of the SCS sandwich plate under patch loads through modifying the code equations.
A slenderness parameter is thereby defined based on the elastic local buckling stress of the side wall, idealized as an infinitely long plate under a patch loading transferred from the brace member in combination with a uniform chord pre-load.
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