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Dec. 8, 2021 The Interdisciplinary Centre for Mathematical and Computational Modelling (ICM) at the University of Warsaw is proud to invite everyone to
Both the external and internal thin-walled steel sections of a rectangular double-skin concrete-filled steel tubular (RDCFST) short column loaded axially may be susceptible to progressive local buckling, which is rarely included in mathematical modeling programs employing the fiber discretization scheme for such composite members. This paper provides a description of a new computational simulation technology, which is developed for the nonlinear fiber analysis of short RDCFST columns axially loaded to failure. The progressive localized-buckling failure of thin-walled steel sections are included in the formulation of the computational simulation method. Experimental measurements and finite element analysis results obtained by ABAQUS software by other researchers are employed to evaluate the accuracy of the computer algorithms developed. Numerical studies are undertaken to ascertain the responses of RDCFST columns to the change of design parameters. Proposed is a mathematical expression
A spate of fire accidents and building collapses in the last couple of months has raised serious concerns about the safety of buildings where we live and work in cities. On October 4, an eight-storey apartment in Shimla collapsed like a house of cards before the eyes of the residents who had luckily moved out noticing cracks in the building. In Bengaluru, two three-storey
Oct. 4, 2021 The Interdisciplinary Centre for Mathematical and Computational Modelling (ICM) at the University of Warsaw invites enthusiasts of HPC and