Design Analysis of Shallow Embedded Column Foot of Reactive Powder Concrete Pole

2013 ◽  
Vol 459 ◽  
pp. 582-588
Author(s):  
Yu Zhuo Jia ◽  
Xin Min Yu ◽  
Liang Zhang
Keyword(s):  
Transmission Lines ◽  
Working Condition ◽  
Simulation Analysis ◽  
Reactive Powder Concrete ◽  
Construction Technology ◽  
Operation Condition ◽  
Element Analysis ◽  
Construction Period ◽  
Reactive Powder ◽  
Ansys Workbench

According to the existing specifications, design shallow embedded column foot of 500kV self-supporting partially prestressed reactive powder concrete pole, and perform numerical simulation of column foot stress under actual working condition by using finite element analysis software ANSYS WORKBENCH. Results show that the mechanical characteristic of shallow embedded column foot is good. It can well transmit larger axial pressure, pulling resistance and horizontal force generated by top load of RPC pole. Through the simulation analysis we found that shallow embedded column foot has high safety reliable degree under operation condition, can be used in the current 500 kV transmission lines; In terms of construction technology performance, construction of shallow embedded column foot is simple and quick, can effectively reduce the complexity of construction, shorten the construction period.

Study on Shallow Embedded Column Foot of Reactive Powder Concrete Pole Mechanical Properties

2014 ◽  
Vol 680 ◽  
pp. 167-170
Author(s):  
Yu Zhuo Jia ◽  
Jin Long Xu
Keyword(s):  
Mechanical Properties ◽  
Working Condition ◽  
Reactive Powder Concrete ◽  
Displacement Curve ◽  
Element Analysis ◽  
Safety Level ◽  
Main Research ◽  
Operation Conditions ◽  
Reactive Powder ◽  
Ansys Workbench

According to the existing specifications, design shallow embedded column foot of 500kV self-supporting partially prestressed reactive powder concrete pole, and perform numerical simulation of column foot stress under actual working condition by using finite element analysis software ANSYS WORKBENCH. The main research is capitals load-displacement curve, changes in stress along the height, plane section, the change in cross section of the stress problems between adjacent. The results show that shallow embedded column foot has good mechanical properties. It can well transmit larger axial pressure, pulling resistance and horizontal force generated by top load of RPC pole. Shallow embedded column foot in operation conditions higher safety level, can be used in 500kV transmission line.

The Design and Calculation of 500 Kv Transmission Line RPC Double Pole Based on the ANSYS

2014 ◽  
Vol 986-987 ◽  
pp. 971-974
Author(s):  
Long Shi Wang ◽  
Xu Li ◽  
Xiao Bing Song
Keyword(s):  
Transmission Line ◽  
Transmission Lines ◽  
Double Pole ◽  
Analysis Software ◽  
Great Strength ◽  
Element Analysis ◽  
Ansys Analysis ◽  
The Finite Element Analysis ◽  
Calculation Results ◽  
Reactive Powder

Reactive Powder Concrete (RPC) material has good performances such as great strength, good durability and good stability,Therefore it has higher application value.In this paper, We design and calculate theoretically for the transmission lines of RPC door type double pole , and use the finite element analysis software ANSYS analysis the RPC double pole. Then we compare the results of numerical calculation we have get with the theoretical calculation results .It turned out that the RPC pole in the 500 kv transmission line designed application is feasible.

The Finite Element Analysis of Steel Cord in Radial Tire’s Belt Ply

2012 ◽  
Vol 501 ◽  
pp. 495-499
Author(s):  
Li Li ◽  
Yun Wang
Keyword(s):  
Simulation Analysis ◽  
Steel Wire ◽  
Reference Value ◽  
Element Analysis ◽  
Steel Wires ◽  
The Finite Element Analysis ◽  
Steel Cords ◽  
Steel Cord ◽  
The Relationship ◽  
Ansys Workbench

The belt ply plays an important role in the performance of radial tires, and makes the adhesion strength among rubber steel cords of the belt ply become the focus of recently research. This paper focuses on the study of the theoretical analysis of the force on the belt ply, obtaining the relationship between the size of the load at the single steel wire and the outside load and the steel wire’s deformation on a single steel wire. Taking advantage of the software ANSYS Workbench 13.0, we carried out the simulation analysis of the single steel wire, and intuitively showed you the deformation and stress of belt ply’s steel wire under the different forces, providing theoretical basis and reference value for further researches on the adhesion fatigue life of rubber steel wires.

Influence of Axial Compression Ratio on Seismic Behavior of Reactive Powder Concrete (RPC) Beam-Column Joints

2014 ◽  
Vol 597 ◽  
pp. 312-315 ◽  
Author(s):  
Yan Zhong Ju ◽  
Chun Yu Li ◽  
De Hong Wang
Keyword(s):  
Bearing Capacity ◽  
Axial Compression ◽  
Compression Ratio ◽  
Seismic Behavior ◽  
Ultimate Bearing Capacity ◽  
Reactive Powder Concrete ◽  
Element Analysis ◽  
Axial Compression Ratio ◽  
Reactive Powder ◽  
Axial Compressive Ratio

To explore the influence of axial compressive ratio on seismic behavior of reactive powder concrete(RPC) beam-column joints,this paper carry out RPC beam-column joints nonlinear finite element analysis,using software ABAQUS.The effect of different axial compression ratio on the ductility,energy dissipation capacity and bearing capacity are studied,based on hysteretic curves and skeleton curves of the components.The results show that,with the increase of axial compression ratio,skeleton curves of the components tend to be steep when the vertical load of beam ends exceed the peak point.The ultimate bearing capacity of the components are improved with the increasing of axial compression ratio which is less then 0.6,while the ultimate bearing capacity show a opposite trend when the axial compressive ratio exceed 0.6.

Sliding Sleeve Fracturing Strength Analysis of the Ball Based on Ansys Workbench

2013 ◽  
Vol 423-426 ◽  
pp. 1914-1919
Author(s):  
Xiao Feng Shang ◽  
Yang Wang ◽  
Wei Dong Deng
Keyword(s):  
System Reliability ◽  
Simulation Analysis ◽  
Strength Analysis ◽  
Element Analysis ◽  
Sealing Performance ◽  
Drilling Technology ◽  
Downhole Tool ◽  
Fracturing Experiments ◽  
Oilfield Development ◽  
Ansys Workbench

In the oilfield development, the packer is one of important downhole tool in oilfield drilling technology, and sealing effect of the sliding sleeve fracturing ball system directly affect the packer's sealing performance. Using UG software to establish 3D sliding sleeve fracturing ball and base model. Based on Ansys workbench simulation platform, finite element analysis was carried out on the sliding sleeve fracturing ball, distribution pattern in different materials, and sealing effect. Fracturing experiments were done to verify the accuracy of the simulation analysis and ensure the sliding sleeve fracturing system reliability in practical work.

Design and Numerical Simulation of High Strength Lightweight RPC Pole

2020 ◽  
Vol 984 ◽  
pp. 245-251
Author(s):  
Fang Da Fu ◽  
Lu Liang Wang ◽  
Hai Long Zhao ◽  
Jun Feng Bai ◽  
Xu Dong Zhou ◽  
...  
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Theoretical Calculation ◽  
High Strength ◽  
Element Model ◽  
Reactive Powder Concrete ◽  
Calculation Formula ◽  
Analysis Software ◽  
Element Analysis ◽  
Reactive Powder

In this paper, finite element model of reactive powder concrete (RPC) pole was established by using finite element analysis software ABAQUS, and the strength of RPC pole was checked. The results of finite element analysis and theoretical calculation are compared to provide a basis for determining the parameters used in finite element modeling and revising the theoretical calculation formula.

scholarly journals NON-LINEAR ANALYSIS OF REACTIVE POWDER CONCRETE (RPC) DEEP BEAMS WITH OPENINGS STRENGTHENED BY CFRP

2019 ◽  
Vol 11 (2) ◽  
pp. 176-196
Author(s):  
Asst. Prof .Dr. Ragheed Fatehi Makki ◽  
Asst.Prof.Dr.Ali Talib Jassem ◽  
Hayder Abd Al-latef Jassem
Keyword(s):  
Experimental Results ◽  
Reactive Powder Concrete ◽  
Analysis Software ◽  
Deep Beams ◽  
Element Analysis ◽  
Ansys Analysis ◽  
The Finite Element Analysis ◽  
Calculation Results ◽  
Parametric Studies ◽  
Reactive Powder

This paper mainly uses ANSYS V.15 , the finite element analysis software, to make nonlinear analysis of reactive powder concrete  deep beams . The models simulating the test process were established, the calculation results of ANSYS are compared with the experimental results. Data of eight RPC deep beams tested by researchers were used for comparison with ANSYS models .Furthermore three parametric studies were carried out by changing the size of opening , location of openings and CFRP systems configuration . The comparison shows that ANSYS analysis results are similar to experimental results (the  maximum difference in the ultimate load  was less than 7.5 %), which indicates ANSYS analysis software can be used to simulate the mechanical property of reactive powder concrete structures.

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