scholarly journals The stress analysis of a shear wall with matrix displacement method using rectangular finite element

2021 ◽  
Vol 4 (1) ◽  
pp. 18-27
Author(s):  
Mustafa Ergün ◽  
Şevket Ateş
Keyword(s):  
Finite Element ◽  
Stress Analysis ◽  
Plane Stress ◽  
Shear Wall ◽  
Element Formulation ◽  
The Finite Element Method ◽  
Displacement Method ◽  
Element Analysis ◽  
The Matrix ◽  
Characteristic Features

The aim in this study is to numerically present some characteristic features of the rectangular finite element using the matrix displacement method and to show the utility of this element in plane stress problems compared to the finite element method. The paper consisted of three parts. In the first part, all of the finite element formulation steps from choosing the convenient coordinate system to creating element stiffness matrix are presented respectively. In the second part of the study, a static finite element analysis of the shear wall is also made by ANSYS Mechanical APDL. In the final part, the results (displacements, strains and stresses) obtained from the previous parts are compared with each other by the help of tables and graphics. The results show that this method is effective and preferable for the stress analysis of shell structures. Further studies should be conducted in order to indicate the efficiency of the matrix displacement method for the solution of different types of plane stress problems using different finite elements.

Research of Mechanical Property on High-Rise Building Shear Wall-Influence of Border Concealed Column Toward Shear Wall Stiffness

2011 ◽  
Vol 243-249 ◽  
pp. 274-278
Author(s):  
Xin Hui Zhao ◽  
Jin Li
Keyword(s):  
Finite Element ◽  
Shear Wall ◽  
Analysis Procedure ◽  
Wall Structure ◽  
The Finite Element Method ◽  
Element Analysis ◽  
High Rise ◽  
Modeling Analysis ◽  
Wall Stiffness ◽  
Set Up

This article is probed into on the issue that the influence of border concealed column toward shear wall stiffness. Charge example indicates finite element that this text set up calculate model is acceptable. It is used the finite element method basic theory to compile finite element analysis procedure with four points rectangles unit to solve this problem. It can calculate the shear wall with concealed column’s displacement under the wind load to check the result it whether can be satisfied the design request. Using this procedure, this article carries on the finite element modeling analysis on a ten-floor building shear wall structure system. The procedure’s result and the software of ANSYS’s result tallies well, and it also be compared with the simplification computation’s result.

A Comparison between the Matrix Displacement Method and the Finite Element Method in Solving Frame Structure with SM Solver Software

2014 ◽  
Vol 580-583 ◽  
pp. 3042-3045
Author(s):  
Li Juan Cheng ◽  
Xin Chi Yan
Keyword(s):  
Finite Element Method ◽  
Exact Solution ◽  
Finite Element ◽  
Internal Force ◽  
Frame Structure ◽  
The Finite Element Method ◽  
Displacement Method ◽  
Rigid Frame ◽  
The Matrix ◽  
Element Method

Using matrix displacement method and the finite element method to calculate the internal force of the same frame, and then comparing the results. Meanwhile, due to the theory that SM Solver can calculate the exact solution of rigid frame structure forces, we use it to support our experiment. Finally, we succeed in calculating and proving that Matrix displacement method and the finite element method have the same result in solving the rigid frame structure forces.

Finite Element Analysis of Precipitation Effects on Ni-Rich NiTi Shape Memory Alloy Response

2014 ◽  
Vol 792 ◽  
pp. 65-71 ◽  
Author(s):  
Austin Cox ◽  
Theocharis Baxevanis ◽  
Dimitris C. Lagoudas
Keyword(s):  
Finite Element ◽  
Shape Memory ◽  
Thermomechanical Properties ◽  
Precipitation Process ◽  
Niti Shape Memory Alloy ◽  
The Finite Element Method ◽  
Material Microstructure ◽  
Element Analysis ◽  
The Matrix ◽  
Niti Shape Memory Alloys

Thermomechanical properties of precipitated NiTi shape memory alloys are investigated using the finite element method. The precipitated material microstructure is explored using a representative volume element with embedded Ni4Ti3 precipitates. Features such as precipitate coherency and distribution of Ni within the matrix due to the precipitation process are individually explored and characterized. Changes in the material’s macroscopic thermomechanical response due to this precipitation are determined.

Stress analysis in viscoelastic bodies using finite elements and a correspondence rule with elasticity

1969 ◽  
Vol 4 (3) ◽  
pp. 236-243 ◽  
Author(s):  
J P H Webber
Keyword(s):  
Finite Element ◽  
Finite Elements ◽  
Stress Analysis ◽  
Plane Stress ◽  
Numerical Results ◽  
Displacement Method ◽  
Creep Experiment ◽  
Short Time ◽  
Distribution Of Stress ◽  
Viscoelastic Bodies

It is shown how the finite-element displacement method of analysis using an elastic analogy may be applied to problems in plane stress where the material is viscoelastic. The method allows material non-homogeneity to be taken into account, as it might need to be in some thermo-viscoelastic problems. Some numerical results are given, based on the Maxwell body, and these are supported by a short-time creep experiment on a sheet of perspex. The distribution of stress is found to change slightly during this period of time.

Error Norm vs. Uncertainty Metric in Assessing Accuracy of the Finite Element Method

2017 ◽  
Author(s):  
Pedro V. Marcal ◽  
Jeffrey T. Fong ◽  
Robert Rainsberger ◽  
Li Ma
Keyword(s):  
Finite Element ◽  
Truncation Error ◽  
A Priori ◽  
Element Formulation ◽  
The Finite Element Method ◽  
Error Norm ◽  
Element Analysis ◽  
Brick Element ◽  
Similar Solutions

In most finite-element-analysis codes, accuracy is achieved through the use of the hexahedron hexa-20 elements (a node at each of the 8 corners and 12 edges of a brick element). Unfortunately, without an additional node in the center of each of the element’s 6 faces, nor in the center of the hexa, the hexa-20 elements are not fully quadratic such that its truncation error remains at h(0), the same as the error of a hexa-8 element formulation. To achieve an accuracy with a truncation error of h3(0), we need the fully-quadratic hexa-27 formulation. A competitor of the hexa-27 element in the early days was the so-called serendipity cubic hexa-32 solid elements (see Ahmad, Irons, and Zienkiewicz, Int. J. Numer. Methods in Eng., 2:419-451 (1970) [1]). The hexa-32 elements, unfortunately, also suffer from the same lack of accuracy syndrome as the hexa20’s. In recent work, we have developed methods to test the errors and the rate of convergence in FEA [2,3,4]. In this paper, we propose a new metric for determining the quality of isoparametric elements a priori. Significance of the highly accurate hexa-27 formulation and a comparison of its results with similar solutions using ABAQUS hexa-20 elements, are presented and discussed. Guidelines are proposed for selection of better elements.

Stress Analysis of Porous Rooted Dental Implants

1976 ◽  
Vol 55 (5) ◽  
pp. 772-777 ◽  
Author(s):  
Allan M. Weinstein ◽  
Jerome J. Klawitter ◽  
Subhash C. Anand ◽  
Richard Schuessler
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Stress Analysis ◽  
Dental Implants ◽  
Plane Stress ◽  
Material Properties ◽  
Mechanical Tests ◽  
Two Dimensional ◽  
Element Analysis ◽  
Selection Of

A two-dimensional plane stress finite element analysis of porous rooted dental implants was performed. The results of this analysis were compared to results obtained from mechanical tests performed on actual implanted specimens. The appropriate selection of interface material properties was shown to be highly significant.

Study on Aseismic Behavior of Shear Wall with Frame Column in the Large Thermal Power Plant

2012 ◽  
Vol 446-449 ◽  
pp. 621-625
Author(s):  
Zhao Wu Shen ◽  
She Liang Wang ◽  
Xiang Zhao
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Power Plant ◽  
Thermal Power Plant ◽  
Thermal Power ◽  
Low Frequency ◽  
Shear Wall ◽  
The Finite Element Method ◽  
Element Analysis ◽  
Element Method

In order to analyze aseismic behavior of the high reinforced concrete (R.C.) shear wall with frame column in the large thermal power plant, the model structure has been taken test with method of low frequency cyclic repeated load that has 1/15 scaling factor to practical structure. At same time the model has been analyzed by the finite element method which takes the Hognestad concrete constitutive model and ideal elastic-plasticity steel reinforcement constitutive equation. It has been found that the hysteretic curve is relatively full and energy dissipation capacity is better through the experiment. The bearing capacity, deformation and fracture results to the Shear wall of finite element analysis are closely with the test results. In general, the R.C. shear wall with frame column in the large thermal power plant has good aseismic performance. The finite element method can be taken to analyzed the similarity structure.

Elastic-Plastic Deformation in Edge-Notched Tension Specimens Under Plane Stress Conditions

1973 ◽  
Vol 95 (2) ◽  
pp. 130-132
Author(s):  
C. A. Griffis
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Plane Stress ◽  
Notch Root ◽  
The Finite Element Method ◽  
Element Analysis ◽  
Elastic Plastic ◽  
Concentration Factors ◽  
Stress Concentration Factors ◽  
Tension Members

An elastic-plastic, plane stress, finite element analysis has been performed on edge-notched tension members having elastic stress concentration factors of 2.28 and 3.06. For net section stresses below general yield, experimentally measured notch root strains are within 12 percent of those computed by the finite element method. The current results indicate that finite element analysis generally provides a better estimate of notch strain than either the Neuber or Hardrath-Ohman formulations.

Towards Predicting Relative Belt Edge Endurance With the Finite Element Method

1990 ◽  
Vol 18 (4) ◽  
pp. 216-235 ◽  
Author(s):  
J. De Eskinazi ◽  
K. Ishihara ◽  
H. Volk ◽  
T. C. Warholic
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Three Dimensional ◽  
The Finite Element Method ◽  
Shear Deformations ◽  
Element Analysis ◽  
Vertical Loading ◽  
Predicted Values ◽  
Element Method

Abstract The paper describes the intention of the authors to determine whether it is possible to predict relative belt edge endurance for radial passenger car tires using the finite element method. Three groups of tires with different belt edge configurations were tested on a fleet test in an attempt to validate predictions from the finite element results. A two-dimensional, axisymmetric finite element analysis was first used to determine if the results from such an analysis, with emphasis on the shear deformations between the belts, could be used to predict a relative ranking for belt edge endurance. It is shown that such an analysis can lead to erroneous conclusions. A three-dimensional analysis in which tires are modeled under free rotation and static vertical loading was performed next. This approach resulted in an improvement in the quality of the correlations. The differences in the predicted values of various stress analysis parameters for the three belt edge configurations are studied and their implication on predicting belt edge endurance is discussed.

Tire Cornering Simulation Using an Explicit Finite Element Analysis Code

1998 ◽  
Vol 26 (2) ◽  
pp. 109-119 ◽  
Author(s):  
M. Koishi ◽  
K. Kabe ◽  
M. Shiratori
Keyword(s):  
Finite Element Method ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Test System ◽  
Experimental Results ◽  
The Finite Element Method ◽  
Element Analysis ◽  
Explicit Finite Element ◽  
Explicit Finite Element Analysis ◽  
Element Method

Abstract The finite element method has been used widely in tire engineering. Most tire simulations using the finite element method are static analyses, because tires are very complex nonlinear structures. Recently, transient phenomena have been studied with explicit finite element analysis codes. In this paper, the authors demonstrate the feasibility of tire cornering simulation using an explicit finite element code, PAM-SHOCK. First, we propose the cornering simulation using the explicit finite element analysis code. To demonstrate the efficiency of the proposed simulation, computed cornering forces for a 175SR14 tire are compared with experimental results from an MTS Flat-Trac Tire Test System. The computed cornering forces agree well with experimental results. After that, parametric studies are conducted by using the proposed simulation.

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