scholarly journals Numerical Study on the Effect of Concrete Grade on the CFT Circular Column’s Behavior under Axial Load

2019 ◽  
Vol 5 (11) ◽  
pp. 2359-2376
Author(s):  
Baitollah Badarloo ◽  
Faezeh Jafari

Concrete-filled tubular (CFT) column improves the structure properties under different load pattern, so that it should be designed under two main load patterns (static and cyclic load) using current design method such as Finite Element Method (FEM) and analytical method (guideline equation). In this research, a CFT column with specific dimensions is modeled by using ABAQUS finite element software; the target of this study is to conduct a pushover analysis and also a hysteresis analysis under cyclic loading. Then, the concrete grade and percentage of column reinforcement were altered using the FEM, and eventually, compared with the results of analytical equations to measure the safety level of analytical equations. For this purpose, the CFT columns with C20, 30, 40 & 50 concrete cores were modeled with and without reinforcement, and the effect of concrete grade on the capacity of column was studied. In addition, MATLAB software was used to obtain beta index and load capacity design for the CFT column. The results demonstrated that the columns designed in accordance with the AISC have a good performance under the cyclic and static loading. The safety level of design equations ranged between 3 and 5, and the columns could resist higher loads (about 2.5-3.5 times) through the design by ABAQUS.

2019 ◽  
Vol 16 (1) ◽  
pp. 14-22
Author(s):  
Sampath S. ◽  
Chithirai Pon Selvan M. ◽  
Mohamed Ameen K. ◽  
Mohamed Amin I.

PurposeThe purpose of this paper is to present the design and development of transfer seat system which aids the disabled drivers to get in and out of the car without outside help thereby reducing physical effort. The design of the model is carried out taking into account the vehicle specification and the weight of the person. After careful measurement and analysis, the required seat system parameters were estimated. The three movements associated with the system are satisfied with motors controlled by switches. The design calculations and the tests carried out are validated using the ANSYS finite element software.Design/methodology/approachThe whole process begins with the definition of the problem of eliminating the support of an additional person to help people with disabilities enter and leave a car, making it feasible and economical for the patients. Literature review includes and develops information from different sources. The research gap is identified and a necessary improvement is proposed. Design and analysis involves optimum design and calculation that achieves the efficiency, reliability and comfortable movement of the system. It also involves validation to support stress analysis in the system that is performed using ANSYS. The material supply includes the required materials taking into account factors such as strength, durability and availability. Manufacturing selects appropriate manufacturing techniques taking into account design, materials and space limitation. Operations such as welding, cutting, drilling and grinding are considered. The tests consist of performing a physical test to check the approximate load capacity of the system for a gentle, comfortable and secure comfort. Validation ensures that the results of the test coincide with the existing results of the supporting documentation. This process also involves taking corrective action and re-doing the design process to achieve the desired results.FindingsThe results that are plotted suggest that with the increase in downward force, the power required to balance it is greater. Similarly, the speed increases with increasing power. ANSYS analysis can be performed for the support structure and for obtaining deformation. The entire work can be implemented on the actual vehicle, and the time required for the patient to enter and exit could be calculated. The entire transfer system that operates by the engine can be modified, and a hydraulic system can be used to make the movements possible. The section of the rail can also be modified accordingly, and the comparison of the possible results can be carried out with the present system.Research limitations/implicationsThe entire system can be improvised by working on the mechanism which reduces the overall operating time without causing discomfort to the user when entering and exiting the car. Furthermore, the safety feature must be considered in the car to prevent the mechanism from altering the seating position of the seat, for which a mooring system can be inserted with a switch to hold it in place and release it. A powerful motor can be integrated into the mechanism to improvise the second movement, which is the deployment of the legs on the ground with the motorized wheels. The set of cast iron rails is used to support more weight without failure.Practical implicationsThe main objective is to design a system that allows a disabled person to enter and exit easily without the support or assistance of a second person. The design process had to be modified, and various methods were tried to incorporate this flawless movement onto the chassis of the car. Necessary changes have been made in the case of the material used and of the yarn to obtain the desired movement at the desired speed at the desired time. By performing these three movements, the secondary objective had to be integrated into the system to automate the door to facilitate the entry and exit of the car and to open the door simply by pressing a button. These results were taken into account to make the engine speed changes and the speed at which the chair will descend and move horizontally to ensure a safe design.Social implicationsThe developed transfer seat system can be widely used in healthcare sectors which greatly helps the movement of disabled persons.Originality/valueThe design calculations and tests carried out are validated using the ANSYS®, a finite element software.


2020 ◽  
Vol 23 (15) ◽  
pp. 3307-3322 ◽  
Author(s):  
H Monsef Ahmadi ◽  
MR Sheidaii ◽  
H Boudaghi ◽  
G De Matteis

Steel plate shear wall is one of the most effective dissipation systems which are commonly used in buildings. In order to improve the hysteretic behavior of shear panels, large perforation patterns may be applied, transforming the shear plate into a sort of grid systems, where plastic deformations are concentrated on specific internal link elements. This study investigates the behavior of grid systems loaded in shear where the internal links are created by cutting out internal parts, leaving rectangular tube–shaped link elements. The influence of internal link geometry on the cyclic performance of the systems is investigated experimentally. To this purpose, two specimens that varied in the width of links were fabricated and tested. The results indicate that any increase in the width of links leads to the growth of the ultimate strength, stiffness, and energy absorption capacity. Likewise, the stress distribution and fracture tendency of the tested specimens have been simulated by the finite element software (ABAQUS) and validated according to the experimental results. Based on finite element results, a suitable analytical formulation for the prediction of the shear strength at several shear deformation demands, considering the effect of thickness of the link, has been provided. Moreover, to improve the fracture tendency of the specimens, butterfly-shaped links, which varied in the middle length, were applied. The obtained results, which have been interpreted by considering the equivalent plastic strain value, prove that the shear panel behavior improves significantly when butterfly-shaped links are considered.


2012 ◽  
Vol 443-444 ◽  
pp. 751-756
Author(s):  
Li Jun Suo ◽  
Xia Guang Hu

In China, it is fact that porous concrete base has been used in the construction of asphalt pavement in recent years because porous concrete base has good performance. However, Reasonable design method has not been put forward so far. Therefore, it is necessary to analyze load stress and thermal stress of asphalt pavement which includes porous concrete base in order to put forward theoretical basis for pavement design method. In the paper, three–dimension finite element model of asphalt pavement, which includes porous concrete base and asphalt surface, is created for the purpose of studying load stress and thermal stress of porous concrete base in asphalt pavement. Based on numerical method of three–dimension finite element model, finite element software, such as ANSYS, is employed to study load stress and thermal stress of porous concrete base in asphalt pavement. After that, the effect of different factors on stress is studied, and the factors include thickness of surface, thickness of base and ratio of base’s modulus to foundation’s modulus. Finally, calculation results for stress are compared with each other, and it shows that load stress of porous concrete base decreases with increase of base’s thickness, while thermal stress of porous concrete base increases with increase of base’s thickness. Load stress and thermal stress of porous concrete base decrease with increase of surface’s thickness. Load stress and thermal stress of porous concrete base increase with increase of ratio of base’s modulus to foundation’s modulus.


2006 ◽  
Vol 43 (8) ◽  
pp. 852-868 ◽  
Author(s):  
R S Merifield ◽  
S W Sloan

During the last 30 years various researchers have proposed approximate techniques to estimate the uplift capacity of soil anchors. As the majority of past research has been experimentally based, much current design practice is based on empiricism. Somewhat surprisingly, very few numerical analyses have been performed to determine the ultimate pullout loads of anchors. This paper presents the results of a rigorous numerical study to estimate the ultimate pullout load for vertical and horizontal plate anchors in frictional soils. Rigorous bounds have been obtained using two numerical procedures that are based on finite element formulations of the upper and lower bound theorems of limit analysis. For comparison purposes, numerical estimates of the break-out factor have also been obtained using the more conventional displacement finite element method. Results are presented in the familiar form of break-out factors based on various soil strength profiles and geometries and are compared with existing numerical and empirical solutions.Key words: anchor, pullout capacity, finite elements, limit analysis, lower bound, sand.


2019 ◽  
Vol 97 ◽  
pp. 04044
Author(s):  
Hubert Szabowicz

This paper addresses the issue of probabilistic and semi-probabilistic modelling of soil slopes. A slope made of cohesive-frictional soil of specific geometry was analysed as an example. Results were calculated for two methods using the Z-Soil finite element software. It has been assumed that the probability distributions of strength parameters, cohesion and internal friction angle are normal distributions with average values and coefficient of variation = 0.2. Random finite element method (RFEM) has been used for probabilistic modelling. Random fields of cohesion and internal friction angle have been generated using the Fourier series method (FSM). Monte Carlo simulation has been used to calculate the statistics of the slope factor of safety in order to determine the probability of failure. Moreover, assumed parameter distributions allowed to determine safe characteristic values used in the semi-probabilistic partial factors method. Both approaches have been compared in the article.


2012 ◽  
Vol 446-449 ◽  
pp. 767-770
Author(s):  
Hui Ge Wu ◽  
Ji Hua Chen ◽  
Jie Gu

To study the seismic performance of autoclaved aerated concrete (AAC) block masonry composite wall with reinforced concrete (RC) columns, a non-linear finite element analysis has been carried out for the walls with openings using the finite element software ABAQUS. First results of finite element analysis were verified with experiment results of full-scale specimen. And then the effect of the opening’s position on seismic performance was studied with finite element analysis. The result indicates that the ultimate load capacity and ultimate displacement are both increased with the upward and outward movement of the openings.


2013 ◽  
Vol 753-755 ◽  
pp. 1708-1711
Author(s):  
De Chen Zhang ◽  
Xing Lei Yao ◽  
Yan Ping Sun ◽  
Yuan Li

Aiming at the vibration problems in Anshan Iron 5500mm heavy plate mill production line, the mill frame vibration in the main parts is researched by using the computer aided design method and the analytical method. Using SolidWorks 3D design software for frame modeling, the model is imported into the ANSYS finite element software, then 5500mm heavy plate mill stand 12 order natural frequencies and natural vibration type is calculated; applying analytical method of the 12th band of vertical vibration the natural frequency is calculated, and the finite element results is analysed comparatively. This paper lays the foundation for the study of the vibration of the mill stand in the future, provides a theoretical basis for the dynamic design of the mill stand.


1994 ◽  
Vol 116 (4) ◽  
pp. 698-704 ◽  
Author(s):  
D. Bonneau ◽  
J. Absi

A numerical study of gas herringbone grooved journal bearings is presented for small number of grooves. The compressible Reynolds equation is solved by use of the Finite Element Method. The nonlinearity of the discretized equations is treated with the Newton-Raphson procedure. A comparison of the results for a smooth bearing with previously published results is made and the domain of validity of the Narrow Groove Theory is analyzed. Load capacity, attitude angle, and stiffness coefficients are given for various configurations: groove angle and thickness of grooves, bearing number, and that for both smooth and grooved member rotating.


2013 ◽  
Vol 19 (5) ◽  
pp. 705-717 ◽  
Author(s):  
Alireza Bahrami ◽  
Wan Hamidon Wan Badaruzzaman ◽  
Siti Aminah Osman

This paper focuses on the performance of a special kind of tapered composite columns, namely tapered concrete-filled steel composite (TCFSC) slender columns, under axial loading. These efficient TCFSC columns are formed by the increase of the mid-height depth and width of straight concrete-filled steel composite (CFSC) slender columns, that is, by the enhancement of the tapered angle (from 0° to 2.75°) of the tapered composite columns from their top and bottom to their mid-height. To investigate the performance of the columns, finite element software LUSAS is employed to carry out the nonlinear analyses. Comparisons of the nonlinear finite element results with the existing experimental results uncover the reasonable accuracy of the proposed modelling. Nonlinear analyses are extensively performed and developed to study effects of different variables such as various tapered angles, steel wall thicknesses, concrete compressive strengths, and steel yield stresses on the performance of the columns. It is concluded that increasing each of these variables considerably enhances the ultimate axial load capacity. Also, enhancement of the tapered angle and/or steel wall thickness significantly improves the ductility. Moreover, confinement effect of the steel wall on the performance of the columns is evaluated. Failure modes of the columns are also presented.


2019 ◽  
Vol 8 (3) ◽  
pp. 2427-2431

Home is a place for shelter and survival for every living thing. These residential buildings are made using materials, one of which is brick. The technology of making bricks continues to grow over time. At present, bricks have been made using machines that use modern methods with the Interlocking Brick System (IBS) model. This molding machine using pneumatic to press the clay in the mold to becomes an IBS. This study aimed to determine the structural strength of the IBS printing press when given a load when printing is carried out. This research also serves to determine the most vulnerable locations on the machine structure as a concern when the load capacity will be increased. The analysis was carried out using the finite element method by using the finite element software. The simulation results obtained are, this IBS brick molding machine is safely operated for static pressure loads of 100 bar (10MPa).


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