A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Research on the interactive resistance of corrugated sheets under combined bending and contact pressure
AbstractDuring designing, the interactive resistance M–F of trapezoidal cross-sections can be assessed from equations proposed in [PN-B-03207: 2002. Steel structures. Cold-formed profiles and corrugated sheets (Polish standard); EN1993-1-3:20xx:2002. General rules. Supplementary for cold-formed thin gauge members and sheeting; DIN 18807. Teil 1-3. Stahltrapezprofile; BS 5950-6: 1995. Structural use of steelwork in building. Part 6. Code of practice for design of light gauge profiled steel sheeting; AISI Specification for the design of cold-formed steel structural members 1996 ed]. From the comparison of M–F resistance obtained according to these standards, a significant discrepancy is observed. This paper aims to verify equations proposed in [the references above and Davies JM, Jiang C. Design procedures for profiled metal sheeting and decking. Thin-Walled Struct 1997;27:43–53] and to identify mode of failure of the steel sheeting subjected to the bending moment combined with a concentrated force. The experimental research of 19 models and numerical analysis (FEM) of 42 models have been carried out. The FEM analysis appears to be a very good scientific tool to identify the mechanism of the load transmission from a beam to the corrugated sheet. Moreover, analysis show that for used in practice wall thickness and support width of corrugated sheeting, EC3 [EN1993-1-3:20xx: 2002] and FEM give similar results of interactive resistance M–F to that obtained experimentally.
Research on the interactive resistance of corrugated sheets under combined bending and contact pressure
AbstractDuring designing, the interactive resistance M–F of trapezoidal cross-sections can be assessed from equations proposed in [PN-B-03207: 2002. Steel structures. Cold-formed profiles and corrugated sheets (Polish standard); EN1993-1-3:20xx:2002. General rules. Supplementary for cold-formed thin gauge members and sheeting; DIN 18807. Teil 1-3. Stahltrapezprofile; BS 5950-6: 1995. Structural use of steelwork in building. Part 6. Code of practice for design of light gauge profiled steel sheeting; AISI Specification for the design of cold-formed steel structural members 1996 ed]. From the comparison of M–F resistance obtained according to these standards, a significant discrepancy is observed. This paper aims to verify equations proposed in [the references above and Davies JM, Jiang C. Design procedures for profiled metal sheeting and decking. Thin-Walled Struct 1997;27:43–53] and to identify mode of failure of the steel sheeting subjected to the bending moment combined with a concentrated force. The experimental research of 19 models and numerical analysis (FEM) of 42 models have been carried out. The FEM analysis appears to be a very good scientific tool to identify the mechanism of the load transmission from a beam to the corrugated sheet. Moreover, analysis show that for used in practice wall thickness and support width of corrugated sheeting, EC3 [EN1993-1-3:20xx: 2002] and FEM give similar results of interactive resistance M–F to that obtained experimentally.
Research on the interactive resistance of corrugated sheets under combined bending and contact pressure
Biegus, A. (author) / Czepiżak, D. (author)
Thin-Walled Structures ; 44 ; 825-831
2006-08-18
7 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2010
| Wiley | 2019