The continuous strength method for the design of aluminium alloy structural elements. (1st September 2016)

• Record Type: Journal Article
• Authors: Su, Mei-Ni; Young, Ben; Gardner, Leroy
• Is Part Of: Engineering structures. Volume 122(2016:Sep. 01)
• Page Start: 338
• Page End: 348
• Publication Date: 2016-09-01
• Subjects: Aluminium alloys -- Base curve -- Columns -- Continuous beams -- Continuous strength method (CSM) -- Reliability analyses -- Simply supported beams -- Strain hardening -- Structural design; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2016.04.040
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: More than 900 results on aluminium alloy structural members are collected. The CSM uses a base curve to derive the deformation capacity. The CSM adopts an elastic, linear hardening material model. Reliability analyses have been carried out for different design methods. The CSM provides more accurate and consistent predictions. Abstract: Aluminium alloys are nonlinear metallic materials with rounded stress–strain curves that are not well represented by the simplified elastic-perfectly plastic material model used in most existing design specifications. Departing from current practice, the continuous strength method (CSM) is a recently developed design approach for aluminium alloy structures, which gives consideration to strain hardening for non-slender sections. The CSM is a deformation-based method and employs a base curve to define the continuous relationship between cross-section slenderness and deformation capacity. This paper explains the background and the two key components of the CSM: (1) the base curve, which is extended herein such that the method covers both non-slender and slender sections and (2) the strain hardening material model. Three international design specifications from America, Australia/New Zealand and Europe, as well as the CSM are compared with approximately 900 aluminium alloy experimental and numerical results. Reliability analyses have been carried out to assess the reliability level of different design methods according to both the American Institute of Steel Construction (AISC) and European Standard (EN 1990) approaches. Finally, worked examples of the CSM for aluminium alloy stub columns and continuous beams are illustrated in this paper.