scholarly journals Finite element analysis on the wire breaking rule of 1×7IWS steel wire rope

2017 ◽  
Vol 108 ◽  
pp. 01002 ◽  
Author(s):  
Du Wenzheng ◽  
Ma Baozhu ◽  
Xie Zheng ◽  
Cao Dazhi ◽  
Wu Peng
2014 ◽  
Vol 1006-1007 ◽  
pp. 331-335
Author(s):  
Xiao Qing Wu ◽  
Ji Ming Xue ◽  
Ying Qiang Zheng ◽  
Huan Gong Wang

Cable pendulum bars need to withstand not only the gravity of ripe plug and cable but also the impact load of the shedding of ripe plug. In this paper, the cable pendulum bar was modeled and analyzed using finite element analysis by UG NX4, and stiffness strength check was carried out on cable pendulum bar. On this basis, the impact load were calculated and analyzed. The shearing stress of forced off cylinder’s block, strength of steel wire rope and the force of cable pendulum bar’s locking mechanism were checked with the shock loads, and the basic theory to design and development cable pendulum bar were provided.


2011 ◽  
Vol 55-57 ◽  
pp. 664-669
Author(s):  
Jin Ning Nie ◽  
Hui Wang ◽  
De Feng Xie

According to the situation that the dual-friction drums on the new type towing machine lack stress analysis when designed, the safety is difficult to test and verify. The pull of wire rope in various positions was derived and calculated, so both compressive stress and tangent friction force generated by the pull of wire rope were calculated. The result made by ANSYS software demonstrates the safety of the left drum which suffers from larger loads, structure improvement measures are put forward for the drum.


2013 ◽  
Vol 482 ◽  
pp. 15-19
Author(s):  
Chen Xing Yang ◽  
Zheng Liu ◽  
Li Ping Sun ◽  
Jiong Li

Based on the experimental study of shear strengthened of reinforced concrete rectangular beam strengthened by high-strength steel wire mesh and polymer mortar , the finite element extended analysis was used. The finite element analysis software showed that with the increasing of the strand dosage and reinforcement strand length,the shear strength and stiffness of strengthened members improved . However,with the increasing of shear span ratio , the shear strength and stiffness reduced obviously .


2013 ◽  
Vol 572 ◽  
pp. 513-516 ◽  
Author(s):  
Ismail Gerdemeli ◽  
Serpil Kurt ◽  
Ali Semih Anil

In this study, fatigue life of axial loaded wire rope strands are investigated in computer environment. For this purpose generated models about finite element analysis of wire ropes, conducted researches and fatigue condition of wire ropes are investigated. The condition required in order not to contact outer wires with each other is expressed with the purpose of modeling simple strand and the generated model is confirmed by using defined geometrical values. 3D solid model of 1+6 simple strand used in finite element analysis is generated in CAD software SolidWorksTM. Finite element analysis of simple strand is done by FEA software ANSYSTM. Fatigue analyses are done by ANSYS/Workbench for experimental groups generated by using 3 different parameters which are strand length, helix angle and force range. Graphics, which show fatigue life variance of axial loaded 1+6 simple strand, are created by obtaining fatigue life distribution according to Goodman approach.


2011 ◽  
Vol 311-313 ◽  
pp. 155-159 ◽  
Author(s):  
Xin Qian ◽  
Yang Fu Jin ◽  
Mi Zhou ◽  
Jia Na Sun

Thorough constructing steel-plastic composite material model and using ANSYS finite element analysis software, this research make a CAE analysis and experimental verification to the elastic modulus and flexural modulus of reinforced HDPE composites under different steel structures. The research found that the tensile modulus of steel mash reinforced HDPE linearly increases with the increase of steel wire diameter and the number of steel wires on the specimen width. When the steel wire diameter is 3mm, the tensile modulus is up to 10 times of the pure HDPE’s. The number of steel wires on the specimen length does not affect the tensile modulus. Similarly, the flexural modulus of the composite material also linearly increases with the increase of steel wire diameter and the number of steel wires on the specimen width. However, when the steel wire diameter is 3mm, the flexural modulus is only 2 times of the pure HDPE’s. The data simulated by ANSYS software has a very good agreement with the experiment results. Therefore it can be applied to the actual design.


2011 ◽  
Vol 39 (4) ◽  
pp. 270-283 ◽  
Author(s):  
L. Michel ◽  
A. Vadean ◽  
R. Benoit

Abstract Even though relatively rare, the tire failures are very dangerous. An example of tire failure is over-pressurization that usually occurs during inflation of the tire, when the latter is inflated well beyond the pressure recommended by the tire manufacturer. When inflating tires, personnel assigned to vehicle repair and maintenance are likely to suffer severe injuries if several safety rules are ignored. Experimental data on tire burst is somewhat rare in the open literature. In order to determine the strength limits of a typical truck tire and describe the mechanism of the tire burst phenomenon, a hydrostatic burst test was first conducted on an 11R22.5 tire. From this test, tire burst pressure was determined. Over pressurizing the tire results in a high tension in the steel wire beads. As the total strain this kind of steel can withstand is rather low, their fracture will be source of the general failure. Then, an x-ray inspection and microscopic analysis were performed on the tire beads in order to characterize their behavior and failure. Furthermore, a finite element analysis was also conducted using material properties from the available literature to determine the inflation pressure resulting in failure of a new tire. The model was able to well predict the tire burst pressure by identifying the pressure at which the maximal plastic strain of steel bead wires is reached. Finally, the various tests and finite element analysis allowed to understand why, where, when, and how a truck tire fails when over pressurized.


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