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Hybrid steel-glass beams



dc.contributor.advisorEliášová Martina
dc.contributor.authorNetušil Michal
dc.date.accessioned2012-01-18T23:00:48Z
dc.date.available2012-01-18T23:00:48Z
dc.date.issued2012-01-19
dc.date.submitted2012-01-19 00:00:03.0
dc.identifierKOS-87920690705
dc.identifier.urihttp://hdl.handle.net/10467/8164
dc.description.abstractDue to the intensive progress and research on the field of glass structures, possibilities for using glass as a load carrying elements are increasing every day. Different types of hybrid constructions, consisted of glass and another material (timber, concrete, laminated reinforcement etc.), are analyzed or even newly developed focusing on an optimal structural interaction between both materials and in respect to architectural, static-structural and fabrication criteria. Main goal of composite (stiffened) glass structures is to increase the load bearing capacity, stiffness and robustness (safety) in comparison with pure glass structures, which are brittle and always fail suddenly and without previous warning. New, hybrid steel-glass beam consists of steel flanges and glass web bonded together, see Fig. 1. Long glued joint, performed by semi-rigid polymer adhesive is the key element of whole composite structure and therefore special emphasis has to be dedicated to the detailing of the steel-glass interface and choice of the suitable adhesive.Main goal of author's dissertation including experimental research, analytical and numerical work was to develop and investigate the behaviour of hybrid steel-glass beam with semi-rigid polymer adhesive, prove it experimentally by full-scale bending tests and create guidance for safe design, supported by analytical and numerical studies.
dc.description.abstractDue to the intensive progress and research on the field of glass structures, possibilities for using glass as a load carrying elements are increasing every day. Different types of hybrid constructions, consisted of glass and another material (timber, concrete, laminated reinforcement etc.), are analyzed or even newly developed focusing on an optimal structural interaction between both materials and in respect to architectural, static-structural and fabrication criteria. Main goal of composite (stiffened) glass structures is to increase the load bearing capacity, stiffness and robustness (safety) in comparison with pure glass structures, which are brittle and always fail suddenly and without previous warning. New, hybrid steel-glass beam consists of steel flanges and glass web bonded together, see Fig. 1. Long glued joint, performed by semi-rigid polymer adhesive is the key element of whole composite structure and therefore special emphasis has to be dedicated to the detailing of the steel-glass interface and choice of the suitable adhesive.Main goal of author's dissertation including experimental research, analytical and numerical work was to develop and investigate the behaviour of hybrid steel-glass beam with semi-rigid polymer adhesive, prove it experimentally by full-scale bending tests and create guidance for safe design, supported by analytical and numerical studies.eng
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Praze. Vypočetní a informační centrum.cze
dc.rightsA university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one’s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://www.cvut.cz/sites/default/files/content/d1dc93cd-5894-4521-b799-c7e715d3c59e/cs/20160901-metodicky-pokyn-c-12009-o-dodrzovani-etickych-principu-pri-priprave-vysokoskolskych.pdfeng
dc.rightsVysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://www.cvut.cz/sites/default/files/content/d1dc93cd-5894-4521-b799-c7e715d3c59e/cs/20160901-metodicky-pokyn-c-12009-o-dodrzovani-etickych-principu-pri-priprave-vysokoskolskych.pdfcze
dc.subjectHybrid, Glass, Beam, Polymer, Adhesive, Bondingcze
dc.titleHybrid steel-glass beams
dc.titleHybrid steel-glass beamseng
dc.typedisertační prácecze
dc.date.updated2012-01-18T23:00:48Z
dc.date.accepted2012-01-10 00:00:00.0
dc.contributor.refereeŠejnoha Michal
dc.description.departmentkatedra ocelových a dřevěných konstrukcícze
theses.degree.namePh.D.cze
theses.degree.disciplineKonstrukce a dopravní stavbycze
theses.degree.grantorFakulta stavebnícze
theses.degree.programmeStavební inženýrství (4)cze
evskp.contactČVUTcze


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