Buckling propagation failure in semi-submersible platform columns

作者：Estefen Tiago P^*; Estefen Segen F

来源：Marine Structures, 2012, 28(1): 2-24.

DOI：10.1016/j.marstruc.2012.05.003

• Buckling
• Ultimate strength
• Uniaxial compression
• Stiffened plates
• Post-collapse

The present paper aims at studying the behavior of stiffened panels from a column segment of a new generation of semi-submersible platforms up to the peak compressive load and in the post-buckling condition. Previous studies have demonstrated a strong influence of the mode and magnitude of initial geometric imperfections, as well as boundary conditions, on the structure%26apos;s axial load capacity. %26lt;br%26gt;Numerical-experimental correlation study for small-scale models was performed to define the proper numerical model to be used in more complex numerical simulations of the failure behavior of full-scale column structures. The stiffened panels were assessed to identify the buckling onset in a specific plate and its interaction with longitudinal and transversal stiffeners during the progressive column failure. %26lt;br%26gt;Measurements of the geometric imperfection distribution of full-scale stiffened panels were collected during construction to better understand the buckling mechanism. Initial geometric imperfections were measured by means of laser-based equipment including a portable measuring system that uses laser technology with sub-millimeter accuracy.

• 出版日期2012-8