Structural Performance of Bolted Connections and Adhesively Bonded Joints in Glass Structures
Author:
Affiliation:
1. Glass and Façade Technology Research Group, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, UK (corresponding author).
2. Glass and Façade Technology Research Group, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, UK.
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.0000748
Reference32 articles.
1. Experimental and Numerical Analysis of a Glass-to-Steel Joint
2. ASTM. (2009). “Standard practice for determining load resistance of glass in buildings.” West Conshohocken PA 1–61.
3. Glass Failure Prediction Model
4. Point fixings in annealed and tempered glass structures: Modeling and optimization of bolted connections
5. Elastic analysis and engineering design formulae for bonded joints
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