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024 7 $a10.1007/978-3-662-59087-4
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035   $a(MiAaPQ)EBC5754914
035   $a(DE-He213)978-3-662-59087-4
035   $a(PPN)235666025
035   $a(EXLCZ)994100000007938060
100   $a20190411d2019      u|         0
101 0 $aeng
135   $aurcnu||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aAnalysis of Glass Panels Subjected to Blast Load /$fby Matthias Förch
205   $a1st ed. 2019.
210  1$aBerlin, Heidelberg :$cSpringer Berlin Heidelberg :$cImprint: Springer Vieweg,$d2019.
215   $a1 online resource (210 pages) $cillustrations
225 1 $aFassadensysteme und Gebäudehüllen,$x2661-8931 ;$v1
311   $a3-662-59086-7 
327   $aIntroduction -- Fundamentals of Explosions -- Blast Effects on Buildings -- Analysis of SDOF Systems Subjected to Idealized Blast Load -- Analysis of Monolithic Glass Plates Subjected to Idealized Blast Load -- Glass Strength for Impact and Blast Load -- Blast Pressure Capacity of Glass Plates -- Laminated Glass Subjected to Blast Load -- Summary and Conclusions.
330   $aThe present doctoral dissertation contributes to the analysis of glass panels subjected to blast load, concentrating on monolithic and laminated glass prior to glass fracture. A straightforward graphical solution for monolithic glass is presented to identify maximum deformation and maximum principal stress for small and large deformations for static and idealized blast load without software. On the basis of experimental tests, load duration factors kmod for impact and blast load design for annealed glass, heat strengthened glass and fully tempered glass are proposed and design strength values for impact and blast design based on the European and German standards are suggested. As a result, blast pressure capacity charts for monolithic fully tempered glass plates subjected to idealized blast load are presented. Moreover, design temperatures of interlayer in blast design situation based on empirical data in accordance with Eurocode are determined for vertical double glazed and triple glazed units for Germany, showing that laminated glass should not be regarded with monolithic glass approach in general. Matthias Förch studied structural engineering at the University of Applied Sciences in Biberach. After several years of practical experience as structural engineer within the Permasteelisa Group and Nordex, he joined the working group for Façade Systems and Building Envelopes of HafenCity University Hamburg as research associate from 2012 to 2018. Here, his research focus was on bomb blast protection of windows and facades and structural glass design.
410  0$aFassadensysteme und Gebäudehüllen,$x2661-8931 ;$v1
606   $aMechanics
606   $aMechanics, Applied
606   $aMaterials science
606   $aEngineering?Materials
606   $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010
606   $aCharacterization and Evaluation of Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/Z17000
606   $aMaterials Engineering$3https://scigraph.springernature.com/ontologies/product-market-codes/T28000
615  0$aMechanics.
615  0$aMechanics, Applied.
615  0$aMaterials science.
615  0$aEngineering?Materials.
615 14$aSolid Mechanics.
615 24$aCharacterization and Evaluation of Materials.
615 24$aMaterials Engineering.
676   $a721.04496
700   $aFörch$b Matthias$4aut$4http://id.loc.gov/vocabulary/relators/aut$0864687
906   $aBOOK
912   $a9910337614503321
996   $aAnalysis of Glass Panels Subjected to Blast Load$91930044
997   $aUNINA