Calculation of the Tension of Coastal Shore-to-Ship Transmission Cableway

Zhen Dong Tan; Zun Feng Du; Jian Zhang; Chao He; Wei Guo Wu

doi:10.4028/www.scientific.net/AMR.594-597.2655

Paper Titles

Features of Coal Pore & Fracture in Chuandong and their Relationship with Extra-Low Permeability
p.2636

The Study of Combined Mining Technology at Thin Coal Seam with Hard Limestone Floor
p.2640

The Research of Liquid Producing Capacity Variation Law in Water Controlled Reservoir
p.2644

Stability Analyses of a Moving Rectangular Plate by the Element Free Galerkin Method
p.2651

Calculation of the Tension of Coastal Shore-to-Ship Transmission Cableway
p.2655

Solving the Deflection Equations of Thick Plate under Concentrated Load
p.2659

Analysis about Efficiency of Floor Isolation System Consisting of RFPS System and Dish Spring
p.2664

Numerical Study on Mechanical Response of Steel Wire Wound Reinforced Rubber Flexible Pipe under Internal Pressure
p.2668

Mechanical Analysis and Stability Design of Extrusion Forming Machine of Thorn Pile
p.2672

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Calculation of the Tension of Coastal...

Calculation of the Tension of Coastal Shore-to-Ship Transmission Cableway

Abstract:

One of the problems in installing cableway is the estimation of the tension. The mechanical model of coastal shore-to-ship transmission cableway was analyzed with catenary algorithm, compared with the finite element analysis of ANSYS software. The result shows that the tension and its changing amplitude are both gradually decreasing with the increase of the deflection. And, if the deflection is determined, the tension is decreasing with the increase of cableway’s span. These analysis results and conclusions can give the basis to safe installation of the cableway.