Flexural Tests on the H-section Simple Beams with Local Buckling
This paper describes a series of flexural tests conducted on the H-section beams fabricated from SM490 plate of thickness 0.6mm with nominal yield stress 315 MPa. Flexural members with large width-tothickness ratios in the flanges or the web may undergo local buckling before lateral-torsional buckling. The local buckling has a negative effect on the moment capacity based on the lateral-torsional buckling. Simple bending moment capacity formulas for flexural members were calibrated to the test results to account for interaction between local buckling and lateral-torsional buckling. The ultimate flexural strengths predicted by the proposed formulas for direct strength method were compared with the AISC (2005) and Eurocode3 (2003). The comparison showed that the moment formulas proposed can predict conservatively the bending moment capacity of Hsection flexural members with local buckling.
flexural members local buckling lateral-torsional buckling buckling interaction direct strength method bending moment capacity.
Young Bong Kwon Jin Hwan Cheung Byung Seung Kong Hwan Woo Lee Kwang Kyu Choi
Department of Civil Engineering, Yeungnam University, Gyongsan, Korea Department of Civil Engineering, Pusan National University, Pusan, Korea Department of Civil Engineering, Dongseo University, Pusan, Korea Department of Civil Engineering, Pukyong National University, Pusan, Korea Department of Civil Engineering, Dong-A University, Pusan, Korea
国际会议
上海
英文
1677-1680
2011-10-21（万方平台首次上网日期，不代表论文的发表时间）