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ANSYS 6

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Moderate long hole bench blasting 1

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analysis sof—ANSYS 1

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Finite element analysis of transmission test rig based on ANSYS

Liu Penghao,Fu Sheng,Zhu Xiaomin

Strategic Study of CAE 2014, Volume 16, Issue 8, Pages 74-78

Abstract: automotive transmission test rig are identified through transient Analysis and modal analysis based on ANSYS

Keywords： transmission test rig ANSYS FEA transient Analysis mode analysis

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Research on analysis method of suspension bridge based on ANSYS

Xie Xuefeng and Luo Xiheng

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 101-105

Abstract: This paper focuses on ANSYS-secondary-development and makes it possible to analyze suspension bridges

Keywords： suspension bridge ANSYS-secondary-development saddle incremental launching unstressed length iteration

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Experimental Study and Nonlinear Finite Element Analysis on the T-shaped Column Frame Structure Joints

Chen Changhong,Huang Ying,Ma Lewei,Wu Minzhe,Shan Jian

Strategic Study of CAE 2007, Volume 9, Issue 11, Pages 92-95

Abstract: At the same time, this paper makes use of a software ANSYS to develop the language APDL two

Keywords： T-shaped joints crack shape failure mechanism ANSYS nonlinear finite element

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Numerical simulation of blasting effect with divided charge structure

Hu Tao ,Li Xianglong,Guan Si ,He Lihua

Strategic Study of CAE 2014, Volume 16, Issue 11, Pages 36-41

Abstract:

This paper numerically simulates the stress development and generates a three-dimensional model of the medium-deep hole blasting in infinite rock mass for continuous charge and divided charge in blasting by using the large-scale nonlinear dynamic analysis software LS-DYNA and the elastic-plastic model *MAT_PLASTIC_KINEMATIC and JWO-EOS. The difference of the decreasing rate in Von Mises effective stress of blasting, element effective stress peak in free face, the bore wall stress and acceleration are investigated. It is shown that divided charge could greatly improve the blasting effect by engineering blasting practice.

Keywords： Moderate long hole bench blasting Divided charge ANSYS/LS-DYNA Numerical simulation

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Numeric simulation for structure’s damage identification of space truss

JI Weihong, SONG Yupu, LIANG Bing

Frontiers of Mechanical Engineering 2007, Volume 2, Issue 4, Pages 423-428 doi: 10.1007/s11465-007-0072-0

Abstract: data of displacement modes of truss structure are obtained by using the finite element analysis sof—ANSYS

Keywords： analysis sof—ANSYS conventional displacement element analysis different

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Seismic responses of subway station with different distributions of soft soil in Tianjin

Dejian YANG,Meiling DUAN

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 2, Pages 187-193 doi: 10.1007/s11709-014-0252-z

Abstract: , the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS

Keywords： distribution of soft soil soft soil in Tianjin seismic response ANSYS

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Structure optimization for magnetic equipment of permanent magnet retarder

Bingfeng JIAO, Desheng LI, Yunkang SUI, Lezhi YE

Frontiers of Mechanical Engineering 2010, Volume 5, Issue 4, Pages 442-445 doi: 10.1007/s11465-010-0112-z

Abstract: magnet retarder (PMR) and optimize the structure of magnetic equipment with the commercial FEM software ANSYSUsing this model, the magnetic field distribution and magnetic force are calculated by ANSYS.The optimization process works entirely with the ANSYS parametric design language (APDL).It is shown that designing a structure with the ANSYS optimization module and its design tools is an

Keywords： optimization ANSYS permanent magnet retarder numerical simulation

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Analysis of seepage monitoring for an earth dam model with distributed optical fiber sensors

Zhu Pingyu,Jiang Guilin,Leng Yuanbao

Strategic Study of CAE 2011, Volume 13, Issue 3, Pages 82-85

Abstract: The analysis model in ANSYS software is set up by simplizing boundary conditions and choosing appropriate

Keywords： optical fiber sensing technology earth dam model monitoring strain ANSYS

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Investigating peak stresses in fitting and repair patches of buried polyethylene gas pipes

Reza KHADEMI ZAHEDI, Pouyan ALIMOURI, Hooman KHADEMI ZAHEDI, Mohammad SHISHESAZ

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 147-168 doi: 10.1007/s11709-019-0587-6

Abstract: The computational analysis of stresses and the computer simulations are performed using ANSYS commercial

Keywords： Ansys software polyethylene buried pipelines polyethylene joints polyethylene patches peak von Mises

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Assessment of Mechanical Characteristic for Reinforced Concrete Precast Arc Shaft Lining

Rong Chuanxin,Wang Xiuxi,Cheng Hua

Strategic Study of CAE 2005, Volume 7, Issue 7, Pages 43-49

Abstract:

Assessment of mechanical characteristic for reinforced concrete precast arc shaft lining is achieved by experiment and finite element analysis. The finite element results agree well with measurements from laboratory, which validate the calculation model. At the same time, the load carrying capacity of the high strength reinforced concrete precast arc shaft lining is very high. The factors which influence its load carrying capacity are, in turn, the ultimate uniaxial compressive strength of concrete, the ratio of the thickness to the radius and the ratio of the reinforcement to the concrete. Under the load of uniformity, with the strength grade of concrete increases 10 MPa, its load carrying capacity raises 1.26 MPa. The ratio of the thickness to the radius increases 1% , its load carrying capacity raises 0.85 MPa. However,when the ratio of the reinforcement to the concrete is enlarged 3 times, its load carrying capacity increases only 0.1 MPa. Therefore for designing the high and strong reinforced concrete precast arc shaft lining, the ratio of the reinforcement to the concrete needs only to be considered from the structural point of view rather than improving the load carrying capacity.

Keywords： strength reinforced concrete precast arc shaft lining mechanical characteristic finite element method ANSYS