Exact solution of bending problem for continuous sandwich panels with profiled facings
The paper presents a closed-form solution, in the distributional form, of the bending problem for continuous sandwich panels in lightweight cladding that has been derived from the general solution of the system of differential equations for the problem of sandwich beams with thick facings. The analy...
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| Veröffentlicht in: | Journal of constructional steel research Jg. 101; S. 53 - 60 |
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| Format: | Journal Article |
| Sprache: | Englisch |
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Elsevier Ltd
01.10.2014
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| ISSN: | 0143-974X, 1873-5983 |
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| Abstract | The paper presents a closed-form solution, in the distributional form, of the bending problem for continuous sandwich panels in lightweight cladding that has been derived from the general solution of the system of differential equations for the problem of sandwich beams with thick facings. The analysis covers three-layer members with facings made from profiled metal sheets and a core having good insulating properties, for any number and spacing of elastic intermediate supports. Panels are subjected to bending under uniform transverse load and a load caused by temperature difference. The solution for the multi-span panels inflexibly (rigidly) pin-supported at their ends is derived from the general solution for members arbitrarily supported at their ends. A calculation algorithm for this type of panels is provided. Numerical examples are included to illustrate the influence of the intermediate supports on the effort of both the entire sandwich panel and its profiled facing. Finally, practical concluding remarks are given.
•Beam behavior.•Cladding systems.•Composite girders.•Sandwich panels.•Thin walled structures. |
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| AbstractList | The paper presents a closed-form solution, in the distributional form, of the bending problem for continuous sandwich panels in lightweight cladding that has been derived from the general solution of the system of differential equations for the problem of sandwich beams with thick facings. The analysis covers three-layer members with facings made from profiled metal sheets and a core having good insulating properties, for any number and spacing of elastic intermediate supports. Panels are subjected to bending under uniform transverse load and a load caused by temperature difference. The solution for the multi-span panels inflexibly (rigidly) pin-supported at their ends is derived from the general solution for members arbitrarily supported at their ends. A calculation algorithm for this type of panels is provided. Numerical examples are included to illustrate the influence of the intermediate supports on the effort of both the entire sandwich panel and its profiled facing. Finally, practical concluding remarks are given. The paper presents a closed-form solution, in the distributional form, of the bending problem for continuous sandwich panels in lightweight cladding that has been derived from the general solution of the system of differential equations for the problem of sandwich beams with thick facings. The analysis covers three-layer members with facings made from profiled metal sheets and a core having good insulating properties, for any number and spacing of elastic intermediate supports. Panels are subjected to bending under uniform transverse load and a load caused by temperature difference. The solution for the multi-span panels inflexibly (rigidly) pin-supported at their ends is derived from the general solution for members arbitrarily supported at their ends. A calculation algorithm for this type of panels is provided. Numerical examples are included to illustrate the influence of the intermediate supports on the effort of both the entire sandwich panel and its profiled facing. Finally, practical concluding remarks are given. •Beam behavior.•Cladding systems.•Composite girders.•Sandwich panels.•Thin walled structures. |
| Author | Gosowski, Bronisław Gosowski, Maciej |
| Author_xml | – sequence: 1 givenname: Bronisław surname: Gosowski fullname: Gosowski, Bronisław email: bronislaw.gosowski@pwr.wroc.pl organization: Wrocław University of Technology, Institute of Building Engineering, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland – sequence: 2 givenname: Maciej surname: Gosowski fullname: Gosowski, Maciej organization: PROKON, Dokerska 19/18, 54-142, Wrocław, Poland |
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| Cites_doi | 10.1016/0263-8231(96)00022-5 10.1016/j.acme.2012.03.003 10.1016/S0263-8231(97)00019-0 10.1016/j.jcsr.2004.12.008 10.1016/j.jcsr.2006.02.006 10.1016/j.tws.2003.08.002 10.1002/stab.201101468 10.1016/S0143-974X(03)00084-1 10.1002/stab.199803370 |
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| Keywords | Computational algorithm Thick face Lightweight cladding Sandwich panel (beam) Distribution calculus Global static analysis |
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| References | Mahendran, McAndrew (bb0010) 2001; 1 Schwarze (bb0070) 1984; 53 Hop (bb0090) 1980 (bb0055) 2001 Stamm, Witte (bb0060) 1974 Pokharel, Mahendran (bb0020) 2004; 42 Hassinen, Martikainen, Berner (bb0085) 1997; 29 Pokharel, Mahendran (bb0025) 2005; 61 Hassinen (bb0040) 1997; 27 Pokharel, Mahendran (bb0015) 2003; 59 Gosowski (bb0100) 2007; 63 Misiek, Frank, Ummenhofer (bb0035) 2011; 80 Möller, Pöter, Schwarze (bb0075) 2004; Band 1 Gosowski, Kozów (bb0030) 2009; 55 Gosowski (bb0005) 2009; 65 Gosowski (bb0095) 2004 Berner (bb0050) 1998; 67 European Standard PN-EN 14509 (bb0045) 2010 Gosowski, Gosowski (bb0065) 2012; 12 Koschade (bb0080) 2000 Zayed (bb0110) 1996 Zemanian (bb0105) 1987 Hassinen (10.1016/j.jcsr.2014.04.033_bb0085) 1997; 29 Zayed (10.1016/j.jcsr.2014.04.033_bb0110) 1996 Pokharel (10.1016/j.jcsr.2014.04.033_bb0015) 2003; 59 Zemanian (10.1016/j.jcsr.2014.04.033_bb0105) 1987 (10.1016/j.jcsr.2014.04.033_bb0055) 2001 Mahendran (10.1016/j.jcsr.2014.04.033_bb0010) 2001; 1 Hassinen (10.1016/j.jcsr.2014.04.033_bb0040) 1997; 27 Möller (10.1016/j.jcsr.2014.04.033_bb0075) 2004; Band 1 Misiek (10.1016/j.jcsr.2014.04.033_bb0035) 2011; 80 Gosowski (10.1016/j.jcsr.2014.04.033_bb0005) 2009; 65 Gosowski (10.1016/j.jcsr.2014.04.033_bb0030) 2009; 55 European Standard PN-EN 14509 (10.1016/j.jcsr.2014.04.033_bb0045) 2010 Stamm (10.1016/j.jcsr.2014.04.033_bb0060) 1974 Schwarze (10.1016/j.jcsr.2014.04.033_bb0070) 1984; 53 Koschade (10.1016/j.jcsr.2014.04.033_bb0080) 2000 Pokharel (10.1016/j.jcsr.2014.04.033_bb0020) 2004; 42 Berner (10.1016/j.jcsr.2014.04.033_bb0050) 1998; 67 Hop (10.1016/j.jcsr.2014.04.033_bb0090) 1980 Gosowski (10.1016/j.jcsr.2014.04.033_bb0065) 2012; 12 Gosowski (10.1016/j.jcsr.2014.04.033_bb0095) 2004 Gosowski (10.1016/j.jcsr.2014.04.033_bb0100) 2007; 63 Pokharel (10.1016/j.jcsr.2014.04.033_bb0025) 2005; 61 |
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| SubjectTerms | Algorithms Bending Computational algorithm Distribution calculus Exact solutions Facings Global static analysis Lightweight cladding Mathematical analysis Mathematical models Panels Sandwich construction Sandwich panel (beam) Thick face |
| Title | Exact solution of bending problem for continuous sandwich panels with profiled facings |
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