Experimental Study on Connections of Superimposed Slabs

Ke Wei Ding; Fei Wu; Yun Lin Liu

doi:10.4028/www.scientific.net/AMR.908.3

Paper Titles

Preface, Committee and Sponsor

Experimental Study on Connections of Superimposed Slabs
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Calculation and Analysis of the Thermal Performance of a New Type of Rock Wool Color Steel Sandwich Board
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Source Apportionment of Heavy Metals (Pb, Cd, As, Hg) in PM_2.5 and PM₁₀ in a City in China
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Effects of Copper Extraction-Stripping Loops on Entrainment in Aqueous Raffinate
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Improvement of Operational Reliability with Material Properties for Aircraft Equipment
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Application Research of Environmental Friendly Material for Architecture
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Test and Application of High Performance Concrete
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Study on the Brush Plating Technology of High-Temperature Alloy
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 908Experimental Study on Connections of Superimposed...

Experimental Study on Connections of Superimposed Slabs

Abstract:

Based on the static loading experiment of four reinforced concrete floor slabs, the paper studied their loading mechanism and bending performance, such as deformation, bearing capacity and fail modes,there is much significance to provide a scientific basis for application in the field of practical engineering of the reinforced concrete floor slabs and to popular this new type of reinforced concrete floor slab.

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Periodical:

Advanced Materials Research (Volume 908)

Pages:

3-7

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.908.3

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Online since:

March 2014

Authors:

Ke Wei Ding, Fei Wu*, Yun Lin Liu

Keywords:

Connection Disposal, Static Loading Experiment, Superimposed Slabs

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* - Corresponding Author

References

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