Linear and Nonlinear finite element (FE) models of the steel H-pile specimens used in the ex-perimental test set up are developed using the computer program ANSYS to identify potential problems that may be encountered during testing and to improve the test apparatus. First, linear FE models of the steel H-pile specimens are built to determine maximum stress concentrations occurring in the HP sections and the steel base fixture used for fixing the pile to the testing frame. From these linear analyses results; the locations of stress concentrations in the HP sections are identified. Using these results, the test set up is modified to de-crease the stress concentrations. Then, nonlinear FE analyses of the steel H-pile specimens are repeated on...
The request to obtain refined simulations of a real behaviour, in structural analysis, is one of the...
Integral bridges are jointless bridges where the superstructure is connected monolithically with the...
High-strain dynamic and static loading tests were performed on a 2.0 m diameter, 67 m embedment, ope...
et al.;IABMAS, International Association for Bridge Maintenance and Safety;Monash University;RMIT Un...
Integral abutment bridges (IABs) are those bridges without expansion joints. A single row of steel H...
In this study, the low cycle fatigue tests are conducted to investigate the fatigue life of steel H-...
Integral bridges are jointless bridges where the superstructure is connected monolithically with the...
et al.;IABMAS, International Association for Bridge Maintenance and Safety;Monash University;RMIT Un...
In present paper, based on the results of the experimental study of the behaviour of the samples mad...
Close examination of the field measurement data for integral bridges revealed that the measured cycl...
In this study, the effect of stiffeners on the low cycle fatigue life of steel H-piles in integral b...
Numerical simulations, based on an off the self commercial finite element FE code and experimental...
The bending fatigue test of a rear axle assembly is simulated by using a FE-integrated fatigue analy...
The request to obtain refined simulations of a real behaviour, in structural analysis, is one of the...
The request to obtain refined simulations of a real behaviour, in structural analysis, is one of the...
The request to obtain refined simulations of a real behaviour, in structural analysis, is one of the...
Integral bridges are jointless bridges where the superstructure is connected monolithically with the...
High-strain dynamic and static loading tests were performed on a 2.0 m diameter, 67 m embedment, ope...
et al.;IABMAS, International Association for Bridge Maintenance and Safety;Monash University;RMIT Un...
Integral abutment bridges (IABs) are those bridges without expansion joints. A single row of steel H...
In this study, the low cycle fatigue tests are conducted to investigate the fatigue life of steel H-...
Integral bridges are jointless bridges where the superstructure is connected monolithically with the...
et al.;IABMAS, International Association for Bridge Maintenance and Safety;Monash University;RMIT Un...
In present paper, based on the results of the experimental study of the behaviour of the samples mad...
Close examination of the field measurement data for integral bridges revealed that the measured cycl...
In this study, the effect of stiffeners on the low cycle fatigue life of steel H-piles in integral b...
Numerical simulations, based on an off the self commercial finite element FE code and experimental...
The bending fatigue test of a rear axle assembly is simulated by using a FE-integrated fatigue analy...
The request to obtain refined simulations of a real behaviour, in structural analysis, is one of the...
The request to obtain refined simulations of a real behaviour, in structural analysis, is one of the...
The request to obtain refined simulations of a real behaviour, in structural analysis, is one of the...
Integral bridges are jointless bridges where the superstructure is connected monolithically with the...
High-strain dynamic and static loading tests were performed on a 2.0 m diameter, 67 m embedment, ope...