The Shear Capacity of RC Coupling Beams with Small Span-to-Depth Ratio and Arranged High-Strength Steels

Zhen Bao Li; De Jing Zhang; Hua Ma; Shu Chao Lin; Wen Jing Wang

doi:10.4028/www.scientific.net/AMM.174-177.258

Paper Titles

Graphene Film Growth on Cu Foil via Direct Carbon Atoms Deposition by Using SSMBE
p.241

Study on High Performance Concrete Cracking and Measures for Crack Prevention
p.245

Experimental Study of the Impact of PAM on Cement Soil Strength
p.249

Research on the Aesthetic Applications of Art Design Materials
p.253

The Shear Capacity of RC Coupling Beams with Small Span-to-Depth Ratio and Arranged High-Strength Steels
p.258

Research Progress on Reinforced Concrete Laminated Slab in China
p.263

The Influence of pH on the Formation and Stability of Thaumasite
p.268

Technique Development of Recycling and Utilizing Waste Concrete as Building Material
p.275

Implementation of Non-Destructive Impact Hammer Testing Methods in Determination of Brick Strength
p.280

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 174-177The Shear Capacity of RC Coupling Beams with Small...

The Shear Capacity of RC Coupling Beams with Small Span-to-Depth Ratio and Arranged High-Strength Steels

Abstract:

The Shear capacities of fourteen coupling beams are analyzed in this research by the finite element numerical simulation method. The coupling beams are designed with small span-to-depth ratios and arranged high strength steel. The results show that the shear capacities of coupling beams accord with the compression strut model. The shear capacities improve obviously through enhancing the diagonal steel bars, but they do not show significant influence through changing the strength of transverse and longitudinal bars. Comparing the results calculated by the formulas shown in the Code for Design of Concrete Structures (GB50010-2010), the results calculated by the finite element method show the gap, and it will be the key issue for further study.

You might also be interested in these eBooks

Advanced Building Materials and Sustainable Architecture

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 174-177)

Pages:

258-262

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.174-177.258

Citation:

Cite this paper

Online since:

May 2012

Authors:

Zhen Bao Li, De Jing Zhang, Hua Ma, Shu Chao Lin, Wen Jing Wang

Keywords:

ABAQUS, Coupling Beam, High Strength Steel (HSS), Shear Capacity, Small Span-to-Depth Ratio

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Qingshan Liu: Theoretical Analysis and Experimental Study on Coupling Beam with Small Span-to-Depth Ratio in Seismic Coupled Shear Walls Structure (Xi an University of Architecture & Technology, 2006) (In Chinese).

Google Scholar

[2] Yanmei Lv: Theoretical and Experimental Research on Shear Capacity of High Strength Concrete Beams with High Strength Stirrups (Hunan University, 2007) (In Chinese).

Google Scholar

[3] Lili Zhu: Experimental Study on Small Span-to-Depth Ratio Diagonal-Reinforced Coupling Beams and Slotted Coupling Beams with 500MPa Steel (Chongqing University, 2010) (In Chinese).

Google Scholar

[4] GB50010—2010, Code for Design of Concrete Structures (China Architecture & Building Press, China, 2010) (In Chinese).

Google Scholar

[5] Yiping Shi, Yurong Zhou: The example explanation of ABAQUS finite element analysis (China Machine Press, China, 2006) (In Chinese).

Google Scholar

[6] Jin Zhang, Qingyang Wang: Journal of Building Structures. Vol. 38-8 (2008), pp.127-130 (In Chinese).

Google Scholar