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 chord length and boundary conditions on the static strength of CHS T- and X-joints
New ultimate strength formulation for axially loaded CHS K-joints
Effect of chord load on ultimate strength of CHS X-joints
The effect of chord load on the ultimate strength of CHS X-joints
The effect of friction coefficient on the cyclic behaviour of bolted beam-to-RHS column connections
Ultimate strength formulation for axially loaded CHS uniplanar T-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
FEM, the way ahead
New chord load functions for circular hollow section joints
Explicit FE simulations of large-scale tests on beam-to-RHS column
Testing of beam-to-RHS column connections without weld-access holes
Testing of beam to RHS column field connections using F14T high strength bolts
The effect of chord pre-load on the static strength of uniplanar tubular K-joints
