Test Research on the Behaviors of Steel Bar Truss and Concrete Superimposed Floor Slabs

Yong Xing Li; Lu Jiang; Zhi Qiang Yu; Jie Li; Yong Wei Li

doi:10.4028/www.scientific.net/AMM.166-169.3

Paper Titles

Preface and Conference Organization

Test Research on the Behaviors of Steel Bar Truss and Concrete Superimposed Floor Slabs
p.3

A Taylor Series Integration Method with Coupling in Structural Dynamics
p.9

Optimization Design of Core Thickness of Exterior Frame and Core Hybrid Structures in High-Rise Buildings
p.14

Mean Wind Pressure Field on the Typical Large-Span Roof Structures
p.19

Explosion Resistance Investigation into Sandwich Structure of Steel Fiber Reinforced Concrete Support Plate
p.25

Failure-Mode Based Coupled Shear Wall Optimization Design
p.29

Experimental Tests on Composite Beam with Various Slab Systems
p.33

Experiment on a Concrete Filled Steel Tubular Arch with Corrugated Steel Webs Subjected to Spatial Loading
p.37

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Test Research on the Behaviors of Steel Bar Truss...

Test Research on the Behaviors of Steel Bar Truss and Concrete Superimposed Floor Slabs

Abstract:

Tests on two simple supported steel bar truss and concrete superimposed floor slabs have been carried out to study their mechanic behavior and bearing capacities. The one is prefabricated steel truss concrete slab without temporary support in the mid-span to simulate its mechanic status in construction stage, the other is superimposed board (prefabricated + post-cast layer) in use phase. Test results show that the deformation of the prefabricated steel truss concrete slab in construction stage meets the requirement of the Code, and the slab is mainly controlled by deflection instead of cracks; Performance of superimposed board is excellent in use stage; and the steel bar is elastic in both stages during the tests.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

3-8

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.3

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Online since:

May 2012

Authors:

Yong Xing Li*, Lu Jiang, Zhi Qiang Yu, Jie Li, Yong Wei Li

Keywords:

Bearing Capacity, Steel Truss, Superimposed Slab, Temporary Support

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