A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Interaction Curves for Locally Buckled I-Section Beam-Columns
The section capacities of two different cross-sections, Section I ( a beam type cross-section) and Section II (a column type cross-section) were determined. Eight specimens of each cross-section were tested in a purpose-built test rig which comprised two interlinked actuators capable of applying axial load and bending moment in a constant ratio. This allowed the full experimental interaction curve to be determined. The end bearings allowed major axis rotations, however prevented minor axis and twist rotations. The specimens were prevented from buckling out-of-plane at mid-length causing failure by local buckling and in-plane bending.
Interaction Curves for Locally Buckled I-Section Beam-Columns
The section capacities of two different cross-sections, Section I ( a beam type cross-section) and Section II (a column type cross-section) were determined. Eight specimens of each cross-section were tested in a purpose-built test rig which comprised two interlinked actuators capable of applying axial load and bending moment in a constant ratio. This allowed the full experimental interaction curve to be determined. The end bearings allowed major axis rotations, however prevented minor axis and twist rotations. The specimens were prevented from buckling out-of-plane at mid-length causing failure by local buckling and in-plane bending.
Interaction Curves for Locally Buckled I-Section Beam-Columns
A. S. Hasham (author) / K. J. R. Rasmussen (author)
1998
70 pages
Report
No indication
English
Interaction curves for locally buckled I-section beam-columns
| TIBKAT | 1998
Interaction curves for locally buckled I-section beam-columns
| Online Contents | 2002
Nonlinear Analysis of Locally Buckled I-Section Steel Beam-Columns
| Taylor & Francis Verlag | 2002
Nonlinear analysis of locally buckled I-section steel beam-columns
| British Library Online Contents | 2002