Design and Spread Analysis of a New Deployable Bridge Section

Duan Cai Yuan; Qi Gao Hu; Guang Xu Sun

doi:10.4028/www.scientific.net/AMR.639-640.206

Paper Titles

Shear Distribution Coefficient Study of New Inland Large-Head Wharf Structure under Horizontal Force
p.177

Thermal Experiment of a Reinforced Approach Pavement for Semi-Integral Abutment Jointless Bridge
p.183

Analysis of Nonlinear Buckling of a Long-Span Elliptic Paraboloid Suspended Dome Structure
p.191

Study on Short-Term Rigidity of Precast Composite Slab with Steel Truss and Concrete
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Design and Spread Analysis of a New Deployable Bridge Section
p.206

Experimental Research on Crack Width of Retard-Bonded Partially Prestressed Concrete Beams
p.211

Research on Load Transfer Mechanism of Steel-Concrete Joint Section of Hybrid Beam Cable-Stayed Bridge
p.216

Analytical Investigation on Concrete Filled Double-Skinned Steel Tubular Column Composite Frame with Bolted End-Plate Connections
p.220

Research on Monotonic and Fatigue Properties of Functionally Graded Composite Beams Crack-Controlled by UHTCC in Bending
p.225

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Design and Spread Analysis of a New Deployable...

Design and Spread Analysis of a New Deployable Bridge Section

Abstract:

For the volume of the new prefabricated bridge with integral structure is huge and transportation and storage are difficult, scissors mechanism driven by hydraulic cylinder is presented to bridge design. Wth theoretical analysis, the position of the node, velocity and acceleration are analyzed. Using the ADAMS software, the whole model of deployable bridge section is established. The multi-body dynamic simulation of the whole model is studied. The simulation results are compared with those of theoretical analysis. The maximum error of them is 2.26%. The methods and conclusions are available for the design of developable bridge section.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

206-210

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.206

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Online since:

January 2013

Authors:

Duan Cai Yuan, Qi Gao Hu, Guang Xu Sun

Keywords:

ADAMS Software, Developable Bridge Section, Scissors Machine, Spread Analysis

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