000012824 001__ 12824
000012824 005__ 20160920162649.0
000012824 04107 $$aeng
000012824 046__ $$k2016-09-05
000012824 100__ $$aEngelmann, M.
000012824 24500 $$aLoad-bearing adhesive connections in spannglass beams: Experimental study on glass beams with post-tensioned reinforcement

000012824 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012824 260__ $$bTaylor and Francis Group, London, UK
000012824 506__ $$arestricted
000012824 520__ $$2eng$$aPost-tensioned glass beams—Spannglass Beams—are under investigation to adapt the proven principles of reinforced concrete structures in structural glass design. An embedded steel cable in the cross section of a glass beam increases the load bearing capacity as well as the post fracture behaviour and aims for a redundant structural design as well as a material efficient utilization. In order to reach this aim we design a combined glass beam section of two glass packages. Adhesively bonded connectors bridge the gap between the packages selectively, redirect the unbonded post-tensioned cables as needed and increase the lateral stiffness of the slender structure. Using this novel design concept, we refine the

000012824 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012824 653__ $$a

000012824 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012824 720__ $$aEngelmann, M.$$iWeller, B.
000012824 8560_ $$ffischerc@itam.cas.cz
000012824 8564_ $$s1355093$$uhttps://invenio.itam.cas.cz/record/12824/files/272.pdf$$yOriginal version of the author's contribution as presented on CD, 272.pdf.
000012824 962__ $$r12552
000012824 980__ $$aPAPER