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http://dx.doi.org/10.7734/COSEIK.2015.28.3.259

Evaluation of Shear Capacity According to Transverse Spacing of Wide Beam Shear Reinforced with Steel Plate with Openings  

Choi, Jin Woong (Department of Architectural Engineering, Kyung Hee University)
Kim, Min Sook (Department of Architectural Engineering, Kyung Hee University)
Choi, Bong-Seob (Department of Architectural Engineering, Chung Woon University)
Lee, Young Hak (Department of Architectural Engineering, Kyung Hee University)
Kim, Heecheul (Department of Architectural Engineering, Kyung Hee University)
Publication Information
Journal of the Computational Structural Engineering Institute of Korea / v.28, no.3, 2015 , pp. 259-266 More about this Journal
Abstract
In this paper, transverse shear spacing and effective depth of wide beams were considered as parameters to evaluate the shear capacity of wide beam according to transverse spacing of steel plates with openings in experimental way. The eight specimens were composed of: five specimens of shear reinforced by steel plates with openings and three non-reinforced specimens. Crack, failure mode, strain and load-displacement curve of specimens were analysed. Shear contribution of shear reinforcement is evaluated and maximum transverse spacing of shear reinforcement was proposed. Shear strength of the specimen that reinforced with three stirrup legs was higher than shear strength of the specimen that reinforced with two stirrup legs. And as the effective depth increased, shear strength was increased.
Keywords
steel plate with openings; wide beam; shear reinforcement; transverse spacing; effective depth;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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