论文信息 - End-bearing resistance of Y-type perfobond rib according to rib width–height ratio - 字舞流文

End-bearing resistance of Y-type perfobond rib according to rib width–height ratio

Sang Hyo Kim | W. Heo | Kyung Sik Woo | C. Jung | Se Jun Park | Sejun Park

[1] M. U. Hosain,et al. BEHAVIOUR OF PERFOBOND RIB SHEAR CONNECTORS IN COMPOSITE BEAMS: FULL-SIZE TESTS , 1992 .

[2] E. Oguejiofor,et al. A parametric study of perfobond rib shear connectors , 1994 .

[3] M. U. Hosain,et al. TESTS OF FULL-SIZE COMPOSITE BEAMS WITH PERFOBOND RIB CONNECTORS , 1995 .

[4] M. U. Hosain,et al. Numerical analysis of push-out specimens with perfobond rib connectors , 1997 .

[5] Josef Machacek,et al. Perforated shear connectors , 2002 .

[6] Youn-Ju Jeong,et al. Experimental investigation on behaviour of steel–concrete composite bridge decks with perfobond ribs , 2006 .

[8] Y.-J. Jeong,et al. Shear behaviour of perfobond rib shear connector under static and cyclic loadings , 2008 .

[9] Jin Hee Ahn,et al. Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement , 2010 .

[10] Sang Hyo Kim,et al. Ultimate strength of composite structure with different degrees of shear connection , 2011 .

[11] Jin Hee Ahn,et al. Experimental Evaluation of the Shear Resistance of Corrugated Perfobond Rib Shear Connections , 2011 .

[12] Sang Hyo Kim,et al. Experimental shear resistance evaluation of Y-type perfobond rib shear connector , 2013 .

[13] Sang Hyo Kim,et al. Shear resistance characteristic and ductility of Y-type perfobond rib shear connector , 2015 .