26 records found
1
Further research on chord length and boundary conditions of CHS T- and X-joints
Joints between plates or I sections and a circular hollow section chord
Comparison of the new-IIW (2008) CHS joint strength formulae with those of the previous IIW (1989) and the new API (2007)
The effect of friction coefficient on the cyclic behaviour of bolted beam-to-RHS column connections
Effect of chord load on ultimate strength of CHS X-joints
New ultimate strength formulation for axially loaded CHS K-joints
The effect of chord load on the ultimate strength of CHS X-joints
Ultimate strength formulation for axially loaded CHS uniplanar T-joints
The effect of chord length and boundary conditions on the static strength of CHS T- and X-joints
The ultimate strength of axially loaded CHS uniplanar T-joints subjected to axial chord load
The influence of boundary conditions on the chord load effect for CHS gap K-joints
Numerical simulations of bolted connections: the implicit versus the explicit approach
Explicit FE simulations of large-scale tests on beam-to-RHS column
FEM, the way ahead
New chord load functions for circular hollow section joints
Ultimate behaviour of a CHS truss including K- or T-joints
Explicit and implicit FE simulations of a single-bolted connection
The effect of chord pre-load on the static strength of uniplanar tubular K-joints
