Evaluation of Flexural Strength about Shape of the Steel Plate-Concrete Composite Beam with Bolt

Do Bum Kim; Byong Jeong Choi

doi:10.4028/www.scientific.net/AMR.1021.144

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1021Evaluation of Flexural Strength about Shape of the...

Evaluation of Flexural Strength about Shape of the Steel Plate-Concrete Composite Beam with Bolt

Abstract:

The composite beam is efficient and easy to construction. But deformation capacity is degraded with thickness of bottom tension plate. The composition ratio by shear connector have a decisive effect on deformation capacity. This research evaluated the flexural strength and deflection with variable of thickness and protrusion length. The effect of composite ratio and shear connector was analyzed through fracture behaviors and distribution of strain through two point loading test.

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Periodical:

Advanced Materials Research (Volume 1021)

Pages:

144-147

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1021.144

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Online since:

August 2014

Authors:

Do Bum Kim*, Byong Jeong Choi

Keywords:

Bolted, Flexural Strength, Steel Plate-Concrete Composite Beam, Strain Distribution

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* - Corresponding Author

References

[1] KSSC Write, Standard of design of steel structure by load and resistance factor design method, KSSC, Korean, (2009).

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[2] Kim. D. B., Lim. H. T., Han. M. H., Kang. C. K., Choi. B. J, Analysis about Flexural Behavior of Partial Enclosed Type Steel Plate-Concrete Composite Beam, Journal of Korea Institute for Structural Maintenance and Inspection, KSMI, Vol. 18, No. 1 (2014).

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