Residual load-bearing capacity of spannglass-beams: effect of post-tensioned reinforcement

Residual load-bearing capacity of spannglass-beams: effect of post-tensioned reinforcement Glass Struct. Eng. https://doi.org/10.1007/s40940-018-0079-4 SI: CHALLENGING GLASS Residual load-bearing capacity of spannglass-beams: effect of post-tensioned reinforcement Michael Engelmann · Bernhard Weller Received: 10 January 2018 / Accepted: 8 May 2018 © Springer International Publishing AG, part of Springer Nature 2018 Abstract Reinforcement and pre-compression of con- tional study. During this stage, a common approach is to crete beams results in a ductile response and allows evaluate the effect of broken layers in the glass section, for the design of structures that are more reliable and which may result in eccentric loading by the tendon efficient. Therefore, this approach has been adapted and introduce additional bending about the minor axis. to structural glass producing reinforced and post- Thus, the novel structural design may cause an early tensioned glass beams. Unbonded tendons in Spann- (lateral) failure of the structure even during a service glass Beams are one structural example for realising load condition. We examined a set of 16 Spannglass this idea and are the subject of the presented study. Two Beams with 5.0, 8.1 and 10.1 mm post-tensioned cables individual laminated safety glass packages connected in an experimental study during four-point bending. locally by metal dividers characterise these beams. A http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Glass Structures & Engineering Springer Journals

Residual load-bearing capacity of spannglass-beams: effect of post-tensioned reinforcement

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Publisher
Springer International Publishing
Copyright
Copyright © 2018 by Springer International Publishing AG, part of Springer Nature
Subject
Engineering; Building Construction and Design; Structural Materials; Building Materials
ISSN
2363-5142
eISSN
2363-5150
D.O.I.
10.1007/s40940-018-0079-4
Publisher site
See Article on Publisher Site

Abstract

Glass Struct. Eng. https://doi.org/10.1007/s40940-018-0079-4 SI: CHALLENGING GLASS Residual load-bearing capacity of spannglass-beams: effect of post-tensioned reinforcement Michael Engelmann · Bernhard Weller Received: 10 January 2018 / Accepted: 8 May 2018 © Springer International Publishing AG, part of Springer Nature 2018 Abstract Reinforcement and pre-compression of con- tional study. During this stage, a common approach is to crete beams results in a ductile response and allows evaluate the effect of broken layers in the glass section, for the design of structures that are more reliable and which may result in eccentric loading by the tendon efficient. Therefore, this approach has been adapted and introduce additional bending about the minor axis. to structural glass producing reinforced and post- Thus, the novel structural design may cause an early tensioned glass beams. Unbonded tendons in Spann- (lateral) failure of the structure even during a service glass Beams are one structural example for realising load condition. We examined a set of 16 Spannglass this idea and are the subject of the presented study. Two Beams with 5.0, 8.1 and 10.1 mm post-tensioned cables individual laminated safety glass packages connected in an experimental study during four-point bending. locally by metal dividers characterise these beams. A

Journal

Glass Structures & EngineeringSpringer Journals

Published: Jun 2, 2018

References

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