Study on Experiment of Terminal Fixture Connection of Steel Wire Rope

2013 ◽  
Vol 351-352 ◽  
pp. 1415-1418
Author(s):  
Xi Guang Cui ◽  
Jie Geng ◽  
Jian Wei Ding
Keyword(s):  
Aluminium Alloy ◽  
Mechanical Performance ◽  
Steel Wire ◽  
Wire Rope ◽  
Wire Mesh ◽  
Polymer Mortar ◽  
Design Requirements ◽  
Steel Wire Mesh

This paper makes some experiments on steel wire rope terminal fixture connection in strengthening with steel wire mesh and polymer mortar, discusses the performance of terminal fixture connection and the analysis of the experiments and dates show that: The connection of the three aluminium-alloy swaged ferrules with the same arranged for steel wire rope or two wire rope grips meet the design requirements of rules and regulations, and three wire rope grips can give full play to the high tensile mechanical performance of steel wire rope.

Analysis the Flexural Properties of RC Beams Strengthened by High Strength Steel Wire Mesh and Polymer Mortar Using the Finite Element

2013 ◽  
Vol 444-445 ◽  
pp. 1067-1071
Author(s):  
Li Ping Sun ◽  
Zheng Liu ◽  
Yan Zi Liu
Keyword(s):  
High Strength Steel ◽  
Steel Wire ◽  
High Strength ◽  
Wire Mesh ◽  
Flexural Properties ◽  
Rc Beams ◽  
Reinforced Beams ◽  
Practical Engineering ◽  
Polymer Mortar ◽  
Steel Wire Mesh

The high strength steel wire mesh and polymer mortar reinforcement technology has the advantages of high strength, high temperature resistance,corrosion,resistant, etc. In this paper,we analysis the flexural properties of RC beams strengthened by it using ANSYS.To bear the same moment in the same area of the reinforcement steel strand, and then get effect of different span and different reinforcement methods (comparative beam, direct reinforced beams,and secondary load of reinforced beams) on flexural load-carrying capacity and deflection, then compare and analysis,and draws the conclusion which can provide reference for practical engineering.

scholarly journals Investigation of the mechanical properties of a squeeze-cast LM6 aluminium alloy reinforced with a zinc-coated steel-wire mesh

2018 ◽  
Vol 52 (2) ◽  
pp. 125-131 ◽  
Author(s):  
S. J. S. Chelladurai ◽  
R. Arthanari ◽  
K. Krishnamoorthy ◽  
K. S. Selvaraj ◽  
P. Govindan
Keyword(s):  
Mechanical Properties ◽  
Aluminium Alloy ◽  
Steel Wire ◽  
Wire Mesh ◽  
Coated Steel ◽  
Squeeze Cast ◽  
Zinc Coated Steel ◽  
Steel Wire Mesh

Studies on RC Beams Strength with Steel Wires Using Nolinear Finite Element Method

2013 ◽  
Vol 690-693 ◽  
pp. 895-899
Author(s):  
Cao Song ◽  
Jing Ya Zhou ◽  
Hong Mei Zhang
Keyword(s):  
Finite Element ◽  
Failure Mode ◽  
Steel Wire ◽  
High Strength ◽  
Wire Mesh ◽  
Finite Element Software ◽  
Reinforced Beams ◽  
Before And After ◽  
Polymer Mortar ◽  
Steel Wire Mesh

High strength stainless steel wire mesh-polymer mortar reinforcement method was a kind of advanced reinforcement technique.The present study attempted to do a model analysis on the test of the high strength steel wire mesh-polymer mortar reinforcement of less stress beams by using finite element software ANSYS. The study was conducted through the analysis of the three factors of the tested bending reinforcement beam’s deflection, deformation and stress and comparison of the changes of the beam’s ultimate load and failure mode before and after reinforcement.The results of ANSYS analysis and the test showed that the failure mode shifts from less reinforcement damaged into reinforcement destruction;the crack loading value of the reinforced beams increased indicating that the beam bottom reinforcement layer had a significant effect on the increase of the beam’s crack loading. Increased significantly compared to non-reinforced ultimate bearing capacity of reinforced beams. the ANSYS finite element simulation agrees well with the experimental value.

Flexural Behavior of Reinforced Concrete Beams Strengthened with Steel Wire Mesh and Polymer Mortar

2011 ◽  
Vol 250-253 ◽  
pp. 1717-1722
Author(s):  
Yuan Pan
Keyword(s):  
Reinforced Concrete ◽  
Steel Wire ◽  
Reinforced Concrete Beams ◽  
Wire Mesh ◽  
Bending Test ◽  
New Technique ◽  
Flexural Behaviour ◽  
External Reinforcement ◽  
Polymer Mortar ◽  
Steel Wire Mesh

The application of steel wire mesh and polymer mortar composites to the surface of reinforced concrete (RC) members as external reinforcement is a promising and recent new technique for strengthening and rehabilitating damaged concrete elements. This new technique has many advantages of resistance to fire, corrosion, ageing, and rapid construction speed. Test results indicated that the overall flexural behaviour of strengthened beam can be divided into three stages: precracking stage, cracking stage, and failure stage. Furthermore, a moment deflection model is developed based on the assumption of plane sections remains plane under load. The flexural behaviour of the strengthened specimens subjected to a four-point bending test was addressed by using transformed section approach. The suggested model was verified using the test data of 6 strengthened beams, and good agreement between experiment and prediction values is achieved.

Mechanism of Debonding Failure between Reinforced Layer with Stainless Steel Wire Mesh and Polymer Mortar and RC Structures

2010 ◽  
Vol 163-167 ◽  
pp. 3504-3510
Author(s):  
Hua Huang ◽  
Jian Ling Hou ◽  
Bo Quan Liu
Keyword(s):  
Stainless Steel ◽  
Steel Wire ◽  
Experimental Studies ◽  
Wire Mesh ◽  
Effective Length ◽  
Stainless Steel Wire ◽  
Bond Slip ◽  
Stainless Steel Wire Mesh ◽  
Polymer Mortar ◽  
Steel Wire Mesh

The study on the rehabilitation of RC members with stainless steel wire mesh and polymer mortar indicates that debonding failure of reinforced layer is one of the main failure models. The key of the successful rehabilitation is that how to ensure the bond performance between reinforced layer and concrete. The experimental studies on the debonding failure between reinforced layer and concrete are carried out, and the influencing factors and characteristics of the debonding failure are analyzed, and the bond-slip curves are tested. At the same time, the program, ANSYS, is used to found the finite element models to simulate the experimental studies. The results show that there is an effective length of reinforced layer, which is extremely remarkable to the bond strength, and the main factors include curing age, interface roughness, concrete and polymer mortar strength. Based on experimental test and numerical simulation, the debonding strength formulas and bond-slip relationship of reinforced layer are presented, which can used to analyze some structures.

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