midas GTS Release Note midas GTS 2010 v1.1Release ... - CSP Fea

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midasGTSEnhancements midas GTS 2010 v1.1 Release Notes4. High Order Beam ElementUpgrade Contents• Support high order beam elements (useful for Nonlinear, Construction Stage, Seepage Analysis)Effects & Usage• Provide more reliable and detailed analysis for structure.• Model > Property > Attribute > Beam / Nonlinear BeamLow order Beam element modelingHigh order Beam element modeling18 / 34
midasGTSEnhancements midas GTS 2010 v1.1 Release Notes5. Mohr-Coulomb model Tension Cut-offModified ContentsIf Tension Cut-off in the Mohr-Coulomb constitutive model is used, when unloading is applied, „Newton RaphsonMethod‟ for iteration is automatically replaced by „Secant Method.‟• Analysis > Analysis case > Nonlinear Static / Construction Stage> Analysis Control6. Cam Clay ModelModified Contents• No longer support the Cam Clay constitutive model. Instead, the Modified Cam Clay constitutive model isrecommended.• Model > Property > Material > Ground MaterialGTS (V300) GTS 201019 / 34
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