Experimental evaluation of joints consisting of parallel perfobond ribs in steel-PSC hybrid beams

Author:

Kim Sang-Hyo,Lee Chan-Goo,Davaadorj Ariunzul,Yoon Ji-Hyun,Won Jeong-Hun

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference14 articles.

1. Ahn, J.-H., Kim, S.-H., and Jeong, Y.-J. (2008). “Shear behaviour of perfobond rib shear connector under static and cyclic loadings.”Magazine of Concrete Research, 60(5), pp. 347–357.

2. Ashour, S. A. (2000). “Effect of compressive strength and tensile reinforcement ratio on flexural behavior of high-strength concrete beams.”Engineering Structures, 22(5), pp. 413–423.

3. Dunai, L. (2004). “Experimental and numerical studies on the cyclic behavior of steel and composite joints.”International Journal of Steel Structures, 4(4), pp. 197–208.

4. Dunai, L., Fukumoto, Y., and Ohtani, Y. (1996). “Behavior of steel-to-concrete connections under combined axial force and cyclic loading.”Journal of Constructional Steel Research, 36(2), pp. 121–147.

5. Hino, S., Hamada, S., Kaneyuki, K., Hasegawa, H., and Nakano, H. (1985). “Flexural behavior of mixed steel-concrete beams with various joints.”Memoirs of the Faculty of Engineering, Yamaguchi University, 35(2), pp. 291–299 (in Japanese).

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