Geometric Parameter Design of Self-Locking Foldable Latticed Shells in Deployment Process

Cheng Jiang Lu; Hong Bin Zhao

doi:10.4028/www.scientific.net/AMR.446-449.400

Paper Titles

Research on Dynamic Compressive Failure Criterion of Concrete at High Temperature
p.382

Pushover Analysis of Light-Weight Steel Portal Frame Structures under Strong Wind Loading
p.386

Analysis of the Damage of Decompression Cone’s Column in the Silos
p.390

Application and Experimental Study on Seismic Behavior of Composite Core Walls with STRC Columns
p.395

Geometric Parameter Design of Self-Locking Foldable Latticed Shells in Deployment Process
p.400

Construction of Four-Dimensional Disaster Prevention Space in Hilly Cities
p.404

Study on the Seismic Behavior of Buckling Restrained Braced Steel Frames
p.409

Behaviour of Composite Beam of CFST Truss with Diagonal Web Members
p.414

Experimental Study on Seismic Behavior of Small-Sized Fly Ash Hollow Block Wall
p.418

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Geometric Parameter Design of Self-Locking Foldable Latticed Shells in Deployment Process

Abstract:

Foldable structures are rapid to erect and easy to collapse for reuse. Four basically geometric design parameters of self-locking foldable latticed shell unit were defined. The recommended ranges of the geometric parameters and cross-section sizes were given by investigating foldable latticed shell units using ANSYS, with the consideration of element stability and the requirements of elastic design.