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The results of optimization analyses of structures with locally doubled cross-sections have been introduced. The purpose of this paper is to determine the optimal lengths of strengthened areas ai for two, three, four and five-span systems. The optimal length ai is defined as such a one, for which the structures achieve their maximum resistance at the least consumption of steel. Solving this problem, the variable length ai and stiffness EJi of local strengthenings in areas of internal supports and external bays have been taken into account. Different structural solutions have been analyzed due to the consumption of material and labour. The tested structures have been modelled by beams with changing bending stiffnesses. Statically indeterminate systems have been solved by the integration of differential equation of the IV order, describing the deflection curve. Practical recommendations concerning the optimal ways of local strengthening have been presented.
Czasopismo
Rocznik
Tom
Strony
757--765
Opis fizyczny
Bibliogr. 15 poz., rys., tab.
Twórcy
autor
- Wrocław University of Technology, Department of Civil Engineering, Wrocław, Poland
autor
- Wrocław University of Technology, Department of Civil Engineering, Wrocław, Poland
Bibliografia
- [1] AISI, Specification for the design of cold formed steel structural members, American Iron and Steel Institute (1996).
- [2] A. Biegus, Locally strengthened corrugated sheets, Engineering and Building 2 (2001) 78–82 (in polish).
- [3] A. Biegus, D. Czepiżak, Effectiveness of multi-span corrugated sheets, Building Review 6 (2005) 20–25 (in polish).
- [4] A. Biegus, D. Czepiżak, Research on the interactive resistance of corrugated sheets under combined bending and contact pressure, Thin-Walled Structures 44 (8) (2006) 825–831.
- [5] A. Biegus, D. Czepiżak, Experimental investigations on combined resistance of corrugated sheets with strengthened crosssections under bending and concentrated load, Thin- Walled Structures 46 (3) (2008) 303–309.
- [6] A. Biegus, D. Czepiżak, Experimental and numerical studies upon load-bearing capacity of locally strengthened corrugated sheets, Archives of Civil Engineering 55 (1) (2009) 11–28.
- [7] A. Biegus, D. Czepiżak, Advanced strut model of multi-span corrugated sheets with doubled cross-sections over support zones, Archives of Civil Engineering 55 (4) (2009) 457–466.
- [8] BS5950, Structural use of steelwork in building. Part 5: Code of practice for the design of cold-formed sections, 1998.
- [9] K.F. Chung, Structural performance of cold-formed steel structures with bolted connections, in: Proceedings of International Symposium on Innovation and Advances in Steel Structures, Singapore, 2004, pp. 15–32.
- [10] DIN 188 07 Teil 1-3 Stahltrapezprofile.
- [11] EN 1993-1-3:2008, Design of steel structures. Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting.
- [12] H.C. Ho, K.F. Chung, An experimental investigation into lapped moment connections between Z sections, in: Proceedings of the Third Conference on Advances in Steel Structures, Hong Kong, 2002, pp. 437–444.
- [13] H.C. Ho, K.F. Chung, Practical design of roof systems using cold-formed steel Z sections, in: Proceedings of the Third Conference on Advances in Steel Structures, Hong Kong, 2002, pp. 445–452.
- [14] PN-B-03207:2002/Az1, Steel Structures. Structures from profiles and cold-formed corrugated sheets. Design and execution, 2002, (in Polish).
- [15] S. Wolfram, The Mathematica® Book. Mathematica® 5, Wolfram Media, Inc., 2003.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-93c121b0-948c-4154-ac89-81ed7c123562