A detailed nonlinear finite element model was established based on completed experiments to investigate the behavior of a blind-bolted T-stub composite joint that connects beam concrete-filled square tube column. This accomplished by comparing experimental results and simulation using hysteresis curve, failure mode, plastic deformation strain development ensure reliability accuracy model. param...

In the present study, an experimental and theoretical investigation is carried out on reinforced concrete exterior beam-column joints strengthened with hybrid fibre polymer (HFRP). The effect of reversible distress that develops in joint region due to seismic force determined experimentally by applying reverse cyclic loading tip beam. analysis, shear strength was determined, satisfactory correl...

this paper presents a finite element analysis and its related experimental test of corrugated steel web beams subjected to fatigue loading. a particular focus in this study was set on the fatigue failure arising from the web-to-flange welded joint of the corrugated steel web beam. a detailed three-dimensional finite element model which explicitly includes the geometry of the web-to-flange welds...