000151533 001__ 151533
000151533 005__ 20180317094051.0
000151533 020__ $$a978-90-8570-524-6
000151533 037__ $$aCONF
000151533 245__ $$aModeling the Structural Response of Reinforced Glass Beams using an SLA Scheme
000151533 269__ $$a2010
000151533 260__ $$aTU Delft$$bTU Delft$$c2010
000151533 336__ $$aConference Papers
000151533 520__ $$aThis paper investigates whether a novel computational sequentially linear analysis (SLA) technique, which is especially developed for modeling brittle material response, is applicable for modeling the structural response of metal reinforced glass beams. To do so, computational SLA results are compared with experimental results of four-point bending tests. The results show similarities in loaddisplacement curves and to some extent also in cracking behaviour. Overall, it is concluded that the SLA scheme is a very promising technique to model the structural response of reinforced glass beams, which will be even further improved in future research.
000151533 6531_ $$astructural glass
000151533 6531_ $$acomputational analysis
000151533 6531_ $$areinforced glass
000151533 6531_ $$abrittle
000151533 6531_ $$asaw-tooth
000151533 700__ $$0243064$$aLouter, Christian$$g198894
000151533 700__ $$aGraaf, van de Anne
000151533 700__ $$aRots, Jan
000151533 7112_ $$aChallenging Glass 2$$cTU Delft, The Netherlands$$dMay 21-22, 2010
000151533 720_1 $$aBos, Freek$$eed.
000151533 720_1 $$0243064$$aLouter, Pieter Christiaan$$eed.$$g198894
000151533 720_1 $$aVeer, Fred$$eed.
000151533 773__ $$q427-438$$tChallenging Glass 2, Conference on Architectural and Structural Applications of Glass
000151533 8564_ $$uhttp://www.bk.tudelft.nl/challengingglass$$zURL
000151533 8564_ $$s1232284$$uhttps://infoscience.epfl.ch/record/151533/files/LOUTER2_Challenging%20Glass%202010.pdf$$yn/a$$zn/a
000151533 909CO $$ooai:infoscience.tind.io:151533$$pconf
000151533 909C0 $$0252127$$pICOM$$xU10233
000151533 917Z8 $$x198894
000151533 917Z8 $$x198894
000151533 917Z8 $$x106673
000151533 917Z8 $$x198894
000151533 917Z8 $$x198894
000151533 937__ $$aEPFL-CONF-151533
000151533 973__ $$aEPFL$$rREVIEWED$$sPUBLISHED
000151533 980__ $$aCONF