Delamination failure of steel single angle sections
Source abstract
Abstract
Abstract Delamination is one of the most important material irregularities which affect the strength of materials under any type of loading. Delamination can be described as the separating of layers from each other or the formation of unconnected layers. Delamination irregularity can be formed during the manufacturing stage of a structural element, service loads and other effects such as corrosion. Delamination in materials is an irregularity which can be formed suddenly (by impact) or slowly over time (by corrosion fatigue). In this study, the delamination effects on single angle sections are examined, which are commonly used in engineering structures because of their geometrical properties. Delaminations are studied in single angle sections under bending and axial loads. After the experiments and examinations, it is concluded that delamination crack width is very effective on the strength of steel single angle section structural members.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Structural Load-Bearing Analysis · Fatigue and fracture mechanics · Structural Behavior of Reinforced Concrete
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (11)
Show source-provided references
1. Pagano NJ, Schoeppner A. Delamination of polymer matrix composites: problems and assessment. US Air Force Research Laboratory, Wright Patterson Air Force Base, OH, USA; 2000.10.1016/B0-08-042993-9/00073-5 ↗
2. Mechanics of delamination in inmate composite structures10.1023/A:1014210527476 ↗
3. Bradley WL, Goetz CP. Fracture physics of delamination composite materials. AFOSR-TR-88-0020; 1987.
4. American Association of State Highway and Transportation Officials (AASHTO). Designation TP36, 1A ed., September 1993.
5. Schwenk W. Adhesion loss for organic coatings, causes and consequences for corrosion protection. In: Leidheiser Jr H, editor. Corrosion control by organic coatings; 1981. p. 103–10.
6. Elastic, full plastic and lateral torsional buckling analysis of steel single-angle section beams subjected to biaxial bending10.1016/j.jcsr.2006.03.012 ↗
7. Analysis of equal leg single-angle section beams subjected to biaxial bending and constant axial compressive force10.1016/j.jcsr.2008.04.009 ↗
8. TS 648 · 1980
9. Gardner L, Nethercot DA. Designers’ guide to EN 1993-I-I. Eurocode 3: design of steel structures. General rules and rules for buildings; 2004.
10. TS 138 EN 10002-1 · 1978
11. SAP2000 · 1997