Development of Reinforced and Posttensioned Glass Beams: Review of Experimental Research-Reference-Cited by-同舟云学术

Development of Reinforced and Posttensioned Glass Beams: Review of Experimental Research

Published:2016-05 Issue:5 Volume:142 Page:04015173
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Martens Kenny¹,Caspeele Robby²,Belis Jan³

Affiliation:

1. Engineer, Laboratory for Research on Structural Models, Dept. of Structural Engineering, Ghent Univ., Technologiepark Zwijnaarde 904, 9052 Ghent, Belgium (corresponding author).

2. Professor and Engineer, Magnel Laboratory for Concrete Research, Dept. of Structural Engineering, Ghent Univ., Technologiepark Zwijnaarde 904, 9052 Ghent, Belgium.

3. Professor and Architect, Laboratory for Research on Structural Models, Dept. of Structural Engineering, Ghent Univ., Technologiepark Zwijnaarde 904, 9052 Ghent, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001453

Reference41 articles.

1. Agnetti S. and Speranzini E. (2014). “Hybrid steel-fibre reinforced glass beams experimental and numerical analysis.” Challenging Glass 4 & COST Action TU0905 Final Conf. CRC Press Leiden the Netherlands 211–218.

2. Bos F. P. (2009). “Safety concepts in structural glass engineering. Towards an integrated approach.” Ph.D. thesis Delft Univ. of Technology Delft the Netherlands.

3. Bos F. P. Veer F. A. Hobbelman G. J. and Louter P. C. (2004). “Stainless steel reinforced and post-tensioned glass beams.” 12th Int. Conf. on Experimental Mechanics Politecnico di Bari Bari Italy 1–9.

4. Canisius T. D. G. (2011). “Structural robustness design for practising engineers.” COST Action TU0601 Robustness of Structures T. D. G. Canisius ed. COST Europe 139.

5. Post-cracking strength and ductility of glass–GFRP composite beams

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