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Shear Resistance of BESTOBEAM Shear Connector According to the Length
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 Title & Authors
Shear Resistance of BESTOBEAM Shear Connector According to the Length
Ahn, Hyung Joon; Jung, In Yong; Kim, Young Ju; Hwang, Jae Sun;
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 Abstract
Shear resistance of BESTOBEAM, which has angle as shear connector and was developed with purpose of easy construction, was tested. With the test results shear resistance design equation was proposed. Unlike angle connector of Eurocode 4, BESTO BEMA shear connector behaves like fixed-end beam. Therefor longer span of the shear connector the lower shear resistance it has. As a result, shear resistance of BESTOBEAM shear connector according to its length tends to decrease as its length gets longer. The authors proposed design equation of angle shear connector sased on the test results. The results from the test and the proposed equation match within 10% error range. Therefore the proposed equation can be used for designing shear connector of BESTOBEAM.
 Keywords
Composite beam;Push-out test;Angle shear connector;Shear resistance;Design equation;
 Language
Korean
 Cited by
 References
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