Steel Members with Variable I Cross Sections under Bending and Compression with Lateral Restraints – Behavior by Experimental Test

Cristutiu, I. Mircea; Nunes, Daniel Luis; Dogariu, Adrian

doi:10.1007/978-3-642-36691-8_29

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2017

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“…The elastic critical moment for lateral torsional buckling M cr was computed, according to the method described in [11] considering an equivalent height of the element, and it was also confirmed by finite element simulations [12], i.e. buckling analysis on individual isolated members.…”

Section: (5) (6) (7)mentioning

confidence: 89%

Behavior of Steel Welded Tapered Beam-column

Dogariu¹,

Crisan²,

Cristuțiu³

et al. 2017

TOCIEJ

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Steel structural elements with variable cross-section, made of welded plates, are largely used in the construction industry for both beams and columns in accordance with the stress and stiffness demand in the structure. These types of elements are mainly used for the design of single storey frames with pitched roof rafters and pinned column base. Rafters and columns can be designed as tapered members made of steel welded plates, respecting the bending moment diagrams for gravitational load combination. This paper deals with experimental tests performed on tapered beam-columns elements, subjected to both bending moment and compressive axial force together with analytical investigation.

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Section: (5) (6) (7)mentioning

confidence: 89%