eprintid: 8798
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/00/87/98
datestamp: 2023-11-09 16:20:43
lastmod: 2023-11-09 16:20:43
status_changed: 2023-11-09 16:13:33
type: article
metadata_visibility: show
creators_name: Mohd Yassin, A.Y.
creators_name: Nethercot, D.A.
title: Non-iterative moment capacities of complex composite beams using Fourier series
ispublished: pub
note: cited By 0
abstract: A generic procedure is formulated for the determination of the moment capacity of composite beams having a complex cross-section. The key feature is the use of Fourier series to convert the piecewise functions of the cross-sectional stress distribution into a single-rule function. This eliminates the need for several capacity expressions to cover different stress stages, since the procedure permits the use of the general moment capacity expression. It also eliminates any iteration process when determining the location of the neutral axis since equilibrium of the cross-section can be satisfied explicitly. Numerical examples are given to demonstrate the validation and the applications of the formulation. © 2016, The Author(s).
date: 2017
publisher: SpringerOpen
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014342687&doi=10.1007%2fs40091-016-0147-4&partnerID=40&md5=3b8bfe9f617464a11e9946bf3a0ae343
id_number: 10.1007/s40091-016-0147-4
full_text_status: none
publication: International Journal of Advanced Structural Engineering
volume: 9
number: 1
pagerange: 37-49
refereed: TRUE
issn: 20083556
citation:   Mohd Yassin, A.Y. and Nethercot, D.A.  (2017) Non-iterative moment capacities of complex composite beams using Fourier series.  International Journal of Advanced Structural Engineering, 9 (1).  pp. 37-49.  ISSN 20083556