Effect of beam-column joint stiffness on the design of beams

Paper

Ferdous, Wahid. 2014. "Effect of beam-column joint stiffness on the design of beams." Smith, Scott (ed.) 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23). Byron Bay, Australia 09 - 12 Dec 2014 Lismore, Australia.

Authors
Paper/Presentation Title	Effect of beam-column joint stiffness on the design of beams
Presentation Type	Paper
Author	Ferdous, Wahid
Editors	Smith, Scott
ERA Conference ID	42490
Journal Citation	2, pp. 701-706
Number of Pages	6
Year	2014
Place of Publication	Lismore, Australia
ISBN	9780994152008
	9780994152015
Web Address (URL) of Paper	http://works.bepress.com/wahid_ferdous/3/
Conference/Event	23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23)
	Australasian Conference on the Mechanics of Structures and Materials
Event Details	Australasian Conference on the Mechanics of Structures and Materials Rank B B B B B B B B
Event Details	23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23) Event Date 09 to end of 12 Dec 2014 Event Location Byron Bay, Australia
Abstract	The infrastructure should be design in such a way that ensures safe, serviceable, durable and economic construction. For the beam design, the joints between beam and column is traditionally considered a rigid connection which actually not fully rigid and therefore accounted an extra moment leading to structural over-design and subsequently higher cost of beam construction. This paper proposed a theoretical model for moment and deflection considering the actual stiffness of beam-column joint rather than traditional concept of rigid connection. A concentrated moving load is applied on the beam with three different support conditions such as fixed both end, simply supported and propped cantilever. This proposed model is then verified theoretically considering known boundary conditions. Results showed that the proposed theoretical model for moment and deflection of beam perfectly captured the existing beam equations with that specific support conditions and the cost of the beam construction can be reduced due to considering the actual beam-column joint stiffness.
Keywords	semi rigid joint, rotational stiffness, moment, deflection
ANZSRC Field of Research 2020	400510. Structural engineering
Byline Affiliations	Centre of Excellence in Engineered Fibre Composites
Institution of Origin	University of Southern Queensland

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Ferdous, Wahid, Manalo, Allan and Van Erp, Gerard. 2014. "Structural optimisation of composite railway sleeper." Australasian Composites Conference (CA 2014): Materials for a Lighter and Smarter World. Newcastle, Australia 07 - 09 Apr 2014 Melbourne, Australia.

Effect of beam-column joint stiffness on the design of beams

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