A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Static strength of bolted and adhesively bonded joints for steel structures
This study examined the slip resistance and ultimate strength of splices of tensile and flexural members for steel structures that were adhesively bonded and clamped with high-strength bolts. It was found that the adhesive fails and the splice slips into bearing when its shear strength is exceeded or when an adherent yields. Up to the slip load, a bonded and bolted splice transfers the load by shear in the bondline, with the bolts acting as a clamping device. Beyond the slip load, the splice and transfer the load only by shear in the bolts. The strengths of the adhesive and the bolts are additive. Guidelines are recommended for the design of adhesively bonded and bolted joints.
Static strength of bolted and adhesively bonded joints for steel structures
This study examined the slip resistance and ultimate strength of splices of tensile and flexural members for steel structures that were adhesively bonded and clamped with high-strength bolts. It was found that the adhesive fails and the splice slips into bearing when its shear strength is exceeded or when an adherent yields. Up to the slip load, a bonded and bolted splice transfers the load by shear in the bondline, with the bolts acting as a clamping device. Beyond the slip load, the splice and transfer the load only by shear in the bolts. The strengths of the adhesive and the bolts are additive. Guidelines are recommended for the design of adhesively bonded and bolted joints.
Static strength of bolted and adhesively bonded joints for steel structures
Statische Festigkeit von geschraubten und geklebten Verbindungen fuer Stahlkonstruktionen
Albrecht, P. (author) / Sahli, A.H. (author)
1988
23 Seiten, 14 Bilder, 5 Tabellen, 12 Quellen
Conference paper
English
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