WFRF:(Bader Erik)
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| Fältnamn | Indikatorer | Metadata |
|---|---|---|
| 000 | 04698naa a2200733 4500 | |
| 001 | oai:DiVA.org:lnu-46194 | |
| 003 | SwePub | |
| 008 | 150910s2015 | |||||||||||000 ||eng| | |
| 009 | oai:lup.lub.lu.se:d1e768f3-fd2d-4b51-b669-75a2e9b8c95f | |
| 024 | 7 | a https://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-461942 URI |
| 024 | 7 | a https://doi.org/10.1080/17480272.2015.10703722 DOI |
| 024 | 7 | a https://lup.lub.lu.se/record/77627422 URI |
| 040 | a (SwePub)lnud (SwePub)lu | |
| 041 | a engb eng | |
| 042 | 9 SwePub | |
| 072 | 7 | a ref2 swepub-contenttype |
| 072 | 7 | a art2 swepub-publicationtype |
| 100 | 1 | a Bader, Thomas K.,d 1980-u Linnéuniversitetet,Institutionen för byggteknik (BY),Vienna University of Technology, Austria4 aut0 (Swepub:lnu)thbaaa |
| 245 | 1 0 | a Dowel deformations in multi-dowel LVL-connections under moment loading |
| 264 | c 2015-08-17 | |
| 264 | 1 | b Taylor & Francis,c 2015 |
| 338 | a electronic2 rdacarrier | |
| 520 | a The aim of the experimental study presented herein is the assessment and quantification of the behavior of individual dowels in multi-dowel connections loaded by a bending moment. For this purpose, double-shear, steel-to-timber connections with nine steel dowels arranged in different patterns and with different dowel diameters were tested in four-point bending. In order to achieve a ductile behavior with up to 7° relative rotation, the connections were partly reinforced with self-tapping screws. The reinforcement did not influence the global load–deformation behavior, neither for dowel diameters of 12 mm nor for 20 mm, as long as cracking was not decisive. The deformation of the individual dowels was studied by means of a non-contact deformation measurement system. Thus, the crushing deformation, that is, the deformation at the steel plate, and the bending deformation of the dowels could be quantified. In the case of 12 mm dowels, the bending deformation was larger than the crushing deformation, while it was smaller in the case of 20 mm dowels. Moreover, dowels loaded parallel to the grain showed larger bending deformations than dowels loaded perpendicular to the grain. This indicates that the loading of the individual dowels in the connection differs depending on their location. | |
| 650 | 7 | a TEKNIK OCH TEKNOLOGIERx Samhällsbyggnadsteknikx Husbyggnad0 (SwePub)201032 hsv//swe |
| 650 | 7 | a ENGINEERING AND TECHNOLOGYx Civil Engineeringx Building Technologies0 (SwePub)201032 hsv//eng |
| 653 | a bending moment | |
| 653 | a Dowel connection | |
| 653 | a ductility | |
| 653 | a load distribution | |
| 653 | a reinforcement | |
| 653 | a timber | |
| 653 | a Bending moments | |
| 653 | a Crushing | |
| 653 | a Deformation | |
| 653 | a Fasteners | |
| 653 | a Deformation behavior | |
| 653 | a Four point bending | |
| 653 | a Load distributions | |
| 653 | a Parallel to the grains | |
| 653 | a Relative rotation | |
| 653 | a Self-tapping screws | |
| 653 | a Timber connections | |
| 653 | a Bending (deformation) | |
| 653 | a Byggteknik | |
| 653 | a Civil engineering | |
| 653 | a Dowel connection | |
| 653 | a bending moment | |
| 653 | a load distribution | |
| 653 | a timber | |
| 653 | a ductility | |
| 653 | a reinforcement | |
| 700 | 1 | a Schweigler, Michaelu Vienna University of Technology, Austria4 aut0 (Swepub:lnu)miscaa |
| 700 | 1 | a Hochreiner, Georgu Vienna University of Technology, Austria4 aut |
| 700 | 1 | a Serrano, Erik,d 1968-u Lund University,Lunds universitet,Byggnadsmekanik,Institutionen för byggvetenskaper,Institutioner vid LTH,Lunds Tekniska Högskola,Structural Mechanics,Department of Construction Sciences,Departments at LTH,Faculty of Engineering, LTH,Lund University, Sweden4 aut0 (Swepub:lu)bygg-ese |
| 700 | 1 | a Enquist, Bertil,d 1948-u Linnéuniversitetet,Institutionen för byggteknik (BY)4 aut0 (Swepub:lnu)bensot |
| 700 | 1 | a Dorn, Michael,d 1978-u Linnéuniversitetet,Institutionen för byggteknik (BY)4 aut0 (Swepub:lnu)midoaa |
| 710 | 2 | a Linnéuniversitetetb Institutionen för byggteknik (BY)4 org |
| 773 | 0 | t Wood Material Science & Engineeringd : Taylor & Francisg 10:3, s. 216-231q 10:3<216-231x 1748-0272x 1748-0280 |
| 856 | 4 | u https://lnu.diva-portal.org/smash/get/diva2:852864/FULLTEXT01.pdfx primaryx Raw objecty fulltext:postprint |
| 856 | 4 | u http://lnu.diva-portal.org/smash/get/diva2:852864/FULLTEXT01 |
| 856 | 4 | u http://dx.doi.org/10.1080/17480272.2015.1070372y FULLTEXT |
| 856 | 4 8 | u https://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-46194 |
| 856 | 4 8 | u https://doi.org/10.1080/17480272.2015.1070372 |
| 856 | 4 8 | u https://lup.lub.lu.se/record/7762742 |
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