Behaviour of Composite Beam with Trapezoid Web Profiled Steel Section in Sub-Assemblage Frame

Abstract:

Article Preview

The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is of S355 steel section and the corrugated web of S275 steel section. Three full scales testing setting-up as sub-assemblage frame have been carried out. It was concluded that the use of composite connection and extended end-plate has reduced significantly the deflection and has significantly increased the loading capacity of composite beam.

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Edited by:

Guangfan Li, Yong Huang and Chaohe Chen

Pages:

1271-1274

Citation:

S. Anis et al., "Behaviour of Composite Beam with Trapezoid Web Profiled Steel Section in Sub-Assemblage Frame", Advanced Materials Research, Vols. 250-253, pp. 1271-1274, 2011

Online since:

May 2011

Export:

Price:

$38.00

[1] Shi, W.L., Li, G.Q., Ye, Z.M. and Xiao, R.Y., Cyclic Loading Tests on Composite Joints with Flush End Plate Connections, International Journal of Steel Structures, Vol. 7, 2007, pp.119-128.

[2] Saggaff, A. 2007. Behaviour of composite connection with built-up steel sections,. PhD Thesis. Universiti Teknologi Malaysia, Malaysia.

[3] Sulaiman, A. 2007. Behaviour of partial-strength connection in semi-continuous construction for multi-storey braced steel frame using TWP sections,. PhD Thesis. Universiti Teknologi Malaysia, Malaysia.

[4] Tahir, Sulaiman, and Saggaff, Structural Behaviour of Trapezoidal Web Profiled Steel Beam Section Using Partial Strength Connection, Electronic Journal of Structural Engineering, Vol. 8 pp.55-66.

[5] British Standard Institute, Structural use of steelwork in building, Part 3: Design in composite construction, Section 3. 1 Code of practice for design of simple and continuous composite beams, (1990).

[6] Tahir, M. Md., Sulaiman A, Anis S, 2008 (March) Experimental Tests on Composite and Non-Composite Connections Using Trapezoid Web Profiled Steel Sections,. International Journal of Steel Structures, Vol. 8, No. 1, pp.43-58.

Fetching data from Crossref.
This may take some time to load.