Experimental assessment of the behaviour of bolted T-stub connections made up of welded plates
By A. Coelho, Frans Bijlaard, Nol Gresnigt, Lucas F. M. da Silva. 2004
156 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/6eaa33d3b8b728086d2b99ea205bb005a5a4ee57
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Mechanical Engineering
In Mechanics of Materials
- Lucas F. M. da Silva
- Frans Bijlaard
- A. Coelho
- R. Pethrick
- M. Banea
- J. Kupski
- Teixeira de Freitas
- Robert D. Adams
Citations in the corpus
- Review on the modelling of joint behaviour in steel frames (2011, unknown): “[70] carried out 32 tests on bolted T-stub connections made up of welded plates.”
- Experimental assessment of the ductility of extended end plate connections (2004, background): “Regarding the joint geometry, the top bolt row corresponds to specimen WT7_M20 (refer to [15]) from the former test series on isolated T-stubs.”
- Rocking damage‐free steel column base with friction devices: design procedure and numerical evaluation (2017, background): “Moreover, Table I provides the assumed material properties (E: Young’s modulus; fy: yield stress; fu: ultimate stress; and β: strain hardening ratio), which have been selected on the basis of experimental results [28, 29].”