A total of 62 single shear bolted connection specimens were tested using transient state test method. The specimens of single shear bolted connections were fabricated by three different thicknesses of thin sheet steels. The tests were conducted at three different load levels of 25%, 50% and 75% of the failure load at ambient temperature. The tendency of the test strength reduction of the single shear bolted connections conducted using the transient state test method is generally similar to that for the steady state test method. However, it is shown that the transient state test results are always conservative compared with the steady state test results. Three main failure modes, namely the bearing, tear out and net section tension, were obs...
Parallel Session F2D: Extreme Loading Conditions IOrganised by Department of Civil Engineering, The ...
2019 Taylor & Francis Group, London, UK. This paper presents an experimental research program on the...
Experimental investigations at ambient temperature into the behaviour of bolted moment-connections b...
The current design rules on bolted connections of thin sheet steels for cold-formed steel structures...
The design rules of single shear screwed connections in the current North American, Australian/New Z...
The design rules on screwed connections of thin sheet steel in the current International specificati...
Technical Session No. 11 - ConnectionsThe current design rules on bolted connections of thin sheet s...
This paper presents a test program on screwed connections of thin sheet steels at elevated temperatu...
A total of 34 cold-formed stainless steel single shear two-parallel bolted and four-bolted connectio...
A numerical investigation on single shear bolted connections of thin sheet steels at elevated temper...
Keynote Session 1Organized by: Shandong University of Science & Technology, ChinaThe current design ...
The current design rules on bolted connections of thin sheet steels for cold-formed steel structures...
The design formulas in the current specifications on bolted connections of light gauge steel for col...
Cold formed structural members may be joined with bolted connections, which are designed with the ai...
This paper provides a summary of results detailing the behaviour of bolted connections tested in sh...
Parallel Session F2D: Extreme Loading Conditions IOrganised by Department of Civil Engineering, The ...
2019 Taylor & Francis Group, London, UK. This paper presents an experimental research program on the...
Experimental investigations at ambient temperature into the behaviour of bolted moment-connections b...
The current design rules on bolted connections of thin sheet steels for cold-formed steel structures...
The design rules of single shear screwed connections in the current North American, Australian/New Z...
The design rules on screwed connections of thin sheet steel in the current International specificati...
Technical Session No. 11 - ConnectionsThe current design rules on bolted connections of thin sheet s...
This paper presents a test program on screwed connections of thin sheet steels at elevated temperatu...
A total of 34 cold-formed stainless steel single shear two-parallel bolted and four-bolted connectio...
A numerical investigation on single shear bolted connections of thin sheet steels at elevated temper...
Keynote Session 1Organized by: Shandong University of Science & Technology, ChinaThe current design ...
The current design rules on bolted connections of thin sheet steels for cold-formed steel structures...
The design formulas in the current specifications on bolted connections of light gauge steel for col...
Cold formed structural members may be joined with bolted connections, which are designed with the ai...
This paper provides a summary of results detailing the behaviour of bolted connections tested in sh...
Parallel Session F2D: Extreme Loading Conditions IOrganised by Department of Civil Engineering, The ...
2019 Taylor & Francis Group, London, UK. This paper presents an experimental research program on the...
Experimental investigations at ambient temperature into the behaviour of bolted moment-connections b...