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The elastic buckling loads obtained for plates with andwithout openings and under different edge loading conditions havebeen compared with the analytical and numerical results obtained byother investigators using different techniques of analyses.Goodcorrelation between the results obtained and those given by othershas been achieved.The long-term behaviour of a soft clay foundation loaded via a stable trial embankment.4.
The adaptive meshing is a key development that enhances the efficiency and robustness of the method.
We demonstrate the ability of the methodology to simulate diverse problems such as shear banding, impact, and wear.
Theprogram has been tested against experimental and numerical resultsobatined by other investigators and has been shown to give goodagreement.
The accuracy of a number of integration rules usually adopted innonlinear finite elecent analyses to evaluate the stress resultantsfrom the stress distribution throughout concrete sections has beeninvestigated.
A new integration rule has been proposed for theintegration of stress distributions through cracked concretesections or cracked and crushed concrete sections.
Measured data from five geotechnical structures have been back analysed to determine, in each case, the set of material parameters that will permit a reasonable match to the observed pre-failure foundation response.
Analyses primarily concentrated on the use of the modified Cam clay soil model.
Particularly in chapter 3, the ability of modified Cam clay to predict the essential elements of the foundation behaviour was reasonable.
The modified Newton-Raphson with load control and displacement control methods isused to trace the structural response up to collapse.
The linesearch technique has been included to improve the rate ofconvergence in the analysis of reinforced concrete slabs.