doi:10.3850/978-981-07-7136-2_295


Impact of Structural Eurocodes on Steel and Composite Structures

Associate Professor Sing-Ping Chiew
Head, Division of Structures and Mechanics, School of Civil & Environmental Engineering
Nanyang Technological University
Singapore 639798
Email: cspchiew@ntu.edu.sg

Biography

CHIEW Sing-Ping is Head of the Division of Structural Engineering and Mechanics in the School of Civil and Environmental Engineering, Nanyang Technological University, Singapore. He has served the industry and profession in various capacities and currently a Member of the Panel of Expert Advisors of the Land Transport Authority of Singapore, a Member of the Building and Construction Authority Academy Advisory Panel and a Board Member of the Professional Engineers Board of Singapore. He is also a Past President and Honorary Fellow of the Singapore Structural Steel Society. His major research areas are in fatigue and fracture of steel structures, steel materials and steel concrete composite construction.

Abstract

The introduction of Structural Eurocodes to replace the existing British Standard design codes will benefit the construction industry in the long run. However, in the short term, to help our engineers migrate over to the new Eurocodes, it is useful to conduct a comparative study on both Eurocodes and British Standards to identify some of the key changes and impact on the performance of the steel and composite structures. In this connection, this paper investigates four key design aspects comprising flexural buckling resistance of compression members with Grade S460 steel, shear buckling resistance of plated structures, web bearing and buckling resistance of the plated structures under transverse force and lateral-torsional buckling of composite beam. It is found that the flexural buckling resistance, web bearing and buckling resistance and lateral-torsional buckling resistance determined from Eurocodes 3 and 4 are much larger than those from BS5950. However, for shear buckling resistance of plated structures, Eurocode 3 produced a lower value compared to BS5950.



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