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Finite Element Analysis on the X Direction Wall of Xinjiang University Structure Laboratory

Author: WanYu
Tutor: XuHu
School: Xinjiang University
Course: Structural Engineering
Keywords: Reaction force wall Finite Element Analysis Prestressed concrete Unbonded ANSYS
CLC: TU317
Type: Master's thesis
Year: 2008
Downloads: 118
Quote: 0
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Abstract


The construction of Xinjiang University College of Civil Engineering and Architecture Architecture Lab test platform and reaction wall system is a complex situation by force large prestressed structure . In case no corresponding specifications, design software and sophisticated design method , the design will be a reaction force of the complex figure wall simplified as \Should be designed to personnel requirements , we use finite element software ANSYS10.0 X - direction reaction force wall finite element nonlinear static analysis to verify the design in accordance with the maximum deflection of the simplified cross-section from the elastic design method to ensure that the anti - power wall safe and reliable use of the experimental accuracy. To establish the X direction reaction force wall finite element model and reaction wall pedestal overall model to simulate the of prestressed stage and horizontal load applied to the stage by the finite element nonlinear static analysis, the reaction force wall maximum deflection of 6.951mm , Contrast designers flexibility simplified cross section results 5mm, can draw the following conclusions : designers can use a simplified cross section of elastic design method reaction force from the maximum deflection of the top of the wall to meet the design requirements of the project within the allowable error range .

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CLC: > Industrial Technology > Building Science > Building structure > Structure theory to calculate > Structural Testing and Inspection
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