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The effect of concentrated transversal force on the moment resistance of rectangular hollow steel section beams
REM: International Engineering Journal
This article reports on a preliminary investigation about the effect of concentrated transversal force on the bending moment resistance of rectangular hollow steel section (RHS) beams. Two six-meter-long specimens with yield strength of 300 MPa and cross-section size of 250×150×6.4 mm were subjected to bending tests using a four-point load configuration. A three-dimensional nonlinear finite element model was developed by using the software ABAQUS to simulate the flexural behavior of the RHSdoi:10.1590/0370-44672018720121 fatcat:nzaxbka5vveujljikubiovw2nq