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dc.title | Influence of the type and number of prepreg layers on the flexural strength and fatigue life of honeycomb sandwich structures | en |
dc.contributor.author | Fojtl, Ladislav | |
dc.contributor.author | Rusnáková, Soňa | |
dc.contributor.author | Žaludek, Milan | |
dc.contributor.author | Rusnák, Vladimír | |
dc.relation.ispartof | Materiali in Tehnologije | |
dc.identifier.issn | 1580-2949 Scopus Sources, Sherpa/RoMEO, JCR | |
dc.date.issued | 2015 | |
utb.relation.volume | 49 | |
utb.relation.issue | 4 | |
dc.citation.spage | 515 | |
dc.citation.epage | 519 | |
dc.type | article | |
dc.language.iso | en | |
dc.publisher | Institut za Kovinske Materiale in Tehnologije Ljubljana | |
dc.identifier.doi | 10.17222/mit.2014.124 | |
dc.relation.uri | http://mit.imt.si/Revija/mit154.html | |
dc.subject | sandwich structure | en |
dc.subject | honeycomb | en |
dc.subject | prepreg | en |
dc.subject | fatigue | en |
dc.subject | flexural strength | en |
dc.subject | flexural stiffness | en |
dc.description.abstract | This research paper deals with an investigation of the flexural properties measured in a three-point bending test depending on the type and number of the E-glass prepreg layers applied to the facing sides of the resulting sandwich structure used for floor panels in the transport industry. The values of the low-cycle fatigue were measured according to the values of the flexural strength obtained from the static test. Cycling was performed at (70, 60 and 50) % values of the ultimate flexural load. Moreover, a decrease in the flexural strength and stiffness depending on the number of cycles was also studied. For the production of samples, one type of aluminum honeycomb core and various phenolic prepregs with different numbers of layers were used. These samples were produced with two, in practice commonly used methods - compression molding and vacuum bagging. The measured results show that the production technology has a certain influence on the mechanical behavior in bending and the fatigue life of sandwich structures. The experimental results proved that the type of prepreg (defined by the reinforcing fabric and the amount of resin) and the number of layers also affect the properties of these structures. All the obtained results provide useful information for designing the sandwich structures for the transport industry. | en |
utb.faculty | University Institute | |
utb.faculty | Faculty of Technology | |
dc.identifier.uri | http://hdl.handle.net/10563/1005759 | |
utb.identifier.rivid | RIV/70883521:28610/15:43873173!RIV16-MSM-28610___ | |
utb.identifier.obdid | 43873604 | |
utb.identifier.scopus | 2-s2.0-84937032420 | |
utb.identifier.wok | 000358560800006 | |
utb.source | j-wok | |
dc.date.accessioned | 2015-12-14T17:36:43Z | |
dc.date.available | 2015-12-14T17:36:43Z | |
dc.description.sponsorship | TBU in Zlin [IGA/FT/2015/001]; Operational Program Research and Development for Innovations; ERDF; national budget of the Czech Republic, within the framework of project Centre of Polymer Systems [CZ.1.05/2.1.00/03.0111] | |
dc.rights.uri | http://mit.imt.si/ | |
dc.rights.access | openAccess | |
utb.contributor.internalauthor | Fojtl, Ladislav | |
utb.contributor.internalauthor | Rusnáková, Soňa | |
utb.contributor.internalauthor | Žaludek, Milan | |
utb.fulltext.affiliation | Ladislav Fojtl1, Sona Rusnakova1, Milan Zaludek1, Vladimír Rusnák2 1 Faculty of Technology, TBU in Zlín, Nad Stranemi 4511, 760 05 Zlín, Czech Republic 2 Faculty of Metallurgy and Materials Engineering, V[B-Technical University of Ostrava, 17. listopadu 15, 708 33 Ostrava-Poruba, Czech Republic [email protected] | |
utb.fulltext.dates | Prejem rokopisa – received: 2014-07-29; sprejem za objavo – accepted for publication: 2014-09-18 | |
utb.fulltext.references | 1 D. Zenkert, Nordic Industrial Fund, The Handbook of Sandwich Construction, 1st ed., EMAS Publishing, Worcestershire, UK 1997 2 T. N. Bitzer, Honeycomb Technology: Materials, Design, Manufacturing, Applications and Testing, 1st ed., Chapman & Hall, London, UK 1997 3 HexPly® Prepreg Technology [online], 2014, [cited 2014-28-05] Available from World Wide Web: http://www.hexcel.com/resources/technology-manuals 4 J. R. Vinson, The Behavior of Sandwich Structures of Isotropic and Composite Materials, 1st ed., CRC Press, New York, USA 1999 5 M. Burman, Fatigue crack initiation and propagation in sandwich structures, Dissertation thesis, Royal Institute of Technology, Stockholm, 1998 6 Y. Jen, L. Chang, Effect of thickness of face sheet on the bending fatigue strength of aluminum honeycomb sandwich beams, Engineering Failure Analysis, 16 (2009), 1282–1293, doi:10.1016/j.engfailanal.2008.08.004 7 Y. Jen, Ch. Ko, H. Lin, Effect of the amount of adhesive on the bending fatigue strength of adhesively bonded aluminum honeycomb sandwich beams, International Journal of Fatigue, 31 (2009), 455–462, doi:10.1016/j.ijfatigue.2008.07.008 8 B. Shafiq, A. Quispitupa, Fatigue characteristics of foam core sandwich composites, International Journal of Fatigue, 28 (2006), 96–102, doi:10.1016/j.ijfatigue.2005.05.002 9 M. Burman, D. Zenkert, Fatigue of foam core sandwich beams-1: undamaged specimens, International Journal of Fatigue, 19 (1997), 551–561, doi:10.1016/S0142-1123(97)00069-8 10 M. K. Farooq, A. El Maihi, S. Sahraoui, Modelling the flexural behaviour of sandwich composite materials under cyclic fatigue, Materials & Design, 25 (2004), 199–208, doi:10.1016/j.matdes.2003. 09.022 11 N. Kulkarni, H. Mahfuz, S. Jeelani, L. A. Carlsson, Fatigue crack growth and life prediction of foam core sandwich composites under flexural loading, Composite Structures, 59 (2003), 499–505, doi:10.1016/S0263-8223(02)00249-0 | |
utb.fulltext.sponsorship | This study was supported by an internal grant of TBU in Zlín, No. IGA/FT/2015/001, funded from the resources for specific university research. Furthermore, the article was written with the support of the Operational Program Research and Development for Innovations co-funded by the ERDF and the national budget of the Czech Republic, within the framework of project Centre of Polymer Systems (reg. number: CZ.1.05/2.1.00/03.0111). |