Finite Element Analysis of Dual-Angle Variable of Four Steel Angle Composite Joint with Steel Materials in Civil Engineering

Yu Zhuo Jia; Li Zhao

doi:10.4028/www.scientific.net/AMR.568.125

Paper Titles

Study on Parameter Optimization of Copper Smelting in Civil Engineering
p.103

Cantilever Construction Optimization of Cable-Stayed Bridge with Hybrid Bridge Deck System and Building Materials in Civil Engineering
p.107

Study on the New-Style Building Materials in Civil Engineering — Architectural Sandwich Panel and its Application
p.112

Study on the Resistance of Structural Optimization of Pipeline Elbow in Civil Engineering
p.119

Finite Element Analysis of Dual-Angle Variable of Four Steel Angle Composite Joint with Steel Materials in Civil Engineering
p.125

Effect of the Inhomogeneity of a Substratum Soil on Longitudinal Settlements of a Shield Tunnel
p.129

The Detection Research of Tension about Vertical Prestressed Fine Rolled Twisted Bar in Box-Girders Construction of Civil Engineering
p.134

The Dynamic Analysis of Concrete Pump Truck Arm in Civil Engineering
p.138

Research on the Methods of Determination of Characteristic Strength of Brittle Rock Materials in Compression Test
p.142

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 568Finite Element Analysis of Dual-Angle Variable of...

Finite Element Analysis of Dual-Angle Variable of Four Steel Angle Composite Joint with Steel Materials in Civil Engineering

Abstract:

In the multiple-circuit on same tower UHV and large crossing transmission tower,The main material of towers usually using a composite section in the form of the dual-angle and four steel angle. Dual-angle and four steel angle connections are inevitable. 500KV Jianbi - Danfeng four circuit transmission line project for the background, Using the finite element software ANSYS10.0, Composite Joints three-dimensional nonlinear finite element simulation. Clear the path of force transferor the node, Mechanical behavior of gusset plate and node failure modes. The results show that: node failure modes for the strength failure, The ultimate bearing capacity of the node is about three times the load of the node design, Node design is relatively conservative, By reducing the thickness of the gusset plate to lower node weight.