Wet Modal Analysis of Cylindrical Pier under the Incentive of Fluid Excitation

2013 ◽  
Vol 444-445 ◽  
pp. 152-157
Author(s):  
Jie Zhou ◽  
Yi Tang Zhou ◽  
Rui Li ◽  
Hui Ren

Considering two-way fluid-structure interaction and using finite element software ANSYS simulation study of cylindrical pier at different flow rates caused by the interaction of the river and pier piers vibration problems, through the discrete solution of wet modal method, and combined with engineering example, the analysis results using Lanczos method extraction, introduction of green's function of point source, using the finite element-boundary element analysis wet modal and wet frequency of the structure. Numerical results show that: Frequencies of wet modal than no fluid medium under the influence of modal frequencies is much lower. So for underwater structures, when analysis the modal,it is must be considered the fluid influence of wet modal.

2014 ◽  
Vol 898 ◽  
pp. 399-402
Author(s):  
Heng Sun ◽  
Bai Shou Li

For traditional ordinary concrete wall column prone to thermal bridges, posted outside the insulation board short life than the life of the building,in the glazed hollow bead of recycled concrete foundation with good thermal conductivity test and compressive strength of the proposed ,use glazed hollow bead of recycled concrete exterior wall column instead of the traditional ordinary concrete wall column ,and using the finite element software ANSYS simulation analysis the uniaxial compression of glazed hollow bead of recycled concrete short columns and ordinary concrete short columns. Comparative analysis showed the same intensity level glazed hollow bead of recycled concrete ultimate compressive bearing capacity of an analog value the same as ordinary concrete short columns. To validate the ANSYS simulation of concrete short columns under uniaxial compression condition .


2008 ◽  
Vol 123 (5) ◽  
pp. 3276-3276
Author(s):  
Sylvain Ballandras ◽  
William Daniau ◽  
Mikaël Wilm ◽  
Alexandre Reinhardt ◽  
Raphaël Lardat ◽  
...  

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