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         "type" : "Publication",
         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/24ad0d7a01b29554c1add6721d17c4c9f/hermann",         
         "tags" : [
            "(CLT);","(Fagus","(Picea","Beech","Bending","Compression","Finite","Rolling","Shear","Spruce","abies);","analogy","analysis;","element","gamma-Method;","method}","modulus;","shear","strength;","sylvatica);","test;","timber","wood","{Cross-laminated"
         ],
         
         "intraHash" : "4ad0d7a01b29554c1add6721d17c4c9f",
         "interHash" : "201f166932d880d63991d3876b9f56c0",
         "label" : "Hybrid cross-laminated timber plates with beech wood cross-layers",
         "user" : "hermann",
         "description" : "",
         "date" : "2017-05-18 11:32:12",
         "changeDate" : "2017-05-18 09:32:12",
         "count" : 2,
         "pub-type": "article",
         "journal": "CONSTRUCTION AND BUILDING MATERIALS","publisher":"ELSEVIER SCI LTD","address":"THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND",
         "year": "{2016}", 
         "url": "", 
         
         "author": [ 
            "Simon Aicher","Maren Hirsch","Zachary Christian"
         ],
         "authors": [
         	
            	{"first" : "Simon",	"last" : "Aicher"},
            	{"first" : "Maren",	"last" : "Hirsch"},
            	{"first" : "Zachary",	"last" : "Christian"}
         ],
         "volume": "124","pages": "1007-1018","abstract": "A hybrid, three-layered, softwood-hardwood cross-laminated timber\n   build-up with outer layers of European spruce (Picea abies) and a center\n   cross-layer of European beech (Fagus sylvatica) has been investigated\n   with regard to out-of-plane bending. The determination of the rolling\n   shear properties of the beech cross-layer performed by different test\n   and measurement methods comprising bending and compression shear tests\n   was of primary interest. The shear capacity of the composite is\n   significantly influenced by the spruce longitudinal shear strength at\n   the beech-spruce interface. The characteristic values of rolling shear\n   modulus and strength of the beech cross-layer from the bending tests\n   were G(r), mean = 350 N/mm(2) and f(v,r,05) = 2.6 N/mm(2), respectively.\n   Direct strain gauge measurements and compression shear tests resulted in\n   10-20\\% higher values. The high rolling shear properties render the\n   shear lag implications of the softwood CLTs to a negligible quantity.\n   The hybrid build-up can be designed as a rigid composite with small\n   error versus a more exact analysis. The novel investigations reveal the\n   great potential of mixed softwood-hardwood CLT build-ups for structural\n   elements in the building sector, (C) 2016 Elsevier Ltd. All rights\n   reserved.",
         "author-email" : "simon.aicher@mpa.uni-stuttgart.de",
         
         "issn" : "0950-0618",
         
         "keywords-plus" : "ROLLING SHEAR MODULUS; STRENGTH",
         
         "funding-acknowledgement" : "FNR, Fachagentur Nachwachsende Rohstoffe e.V. [22004014]; German\n   Association of glulam manufacturers; company Eugen Decker Holzindustrie\n   KG, Morbach, Germany",
         
         "research-areas" : "Construction & Building Technology; Engineering; Materials Science",
         
         "eissn" : "1879-0526",
         
         "number-of-cited-references" : "27",
         
         "affiliation" : "Aicher, S (Reprint Author), Univ Stuttgart, Mat Testing Inst MPA, Timber Construct, Pfaffenwaldring 4b, D-70569 Stuttgart, Germany.\n   Aicher, Simon; Hirsch, Maren; Christian, Zachary, Univ Stuttgart, Mat Testing Inst MPA, Timber Construct, Pfaffenwaldring 4b, D-70569 Stuttgart, Germany.",
         
         "web-of-science-categories" : "Construction & Building Technology; Engineering, Civil; Materials\n   Science, Multidisciplinary",
         
         "language" : "English",
         
         "funding-text" : "The work was financially supported by FNR, Fachagentur Nachwachsende\n   Rohstoffe e.V., contract 22004014 within the ERA-WoodWisdom project\n   ``European hardwoods for the building sector (EU Hardwoods)''. Further\n   the financial and technical support by German Association of glulam\n   manufacturers and the company Eugen Decker Holzindustrie KG, Morbach,\n   Germany, is gratefully acknowledged.",
         
         "times-cited" : "1",
         
         "doi" : "10.1016/j.conbuildmat.2016.08.051",
         
         "bibtexKey": "ISI:000385319300100"

      }
	  
   ]
}