UNLIMITED FREE ACCESS TO THE WORLD'S BEST IDEAS

close
Already an Engineering360 user? Log in.

This is embarrasing...

An error occurred while processing the form. Please try again in a few minutes.

Customize Your Engineering360 Experience

close
Privacy Policy

This is embarrasing...

An error occurred while processing the form. Please try again in a few minutes.

DNVGL - DNV-RP-C201

BUCKLING STRENGTH OF PLATED STRUCTURES

inactive
Organization: DNVGL
Publication Date: 1 October 2002
Status: inactive
Page Count: 32
scope:

Introduction

This document describes two different, but equally acceptable methods, for buckling and ultimate strength assessment of plated structures.

The first method, as given in Part 1, is a conventional buckling code for stiffened and unstiffened panels of steel. It is an update and development of the stiffened flat plate part of previous DNV Classification Note No. 30.1 "Buckling Strength Analysis". Recommendations are given for plates, stiffeners and girders.

The second method, as given in Part 2, is a computerised semi-analytical model called PULS (Panel Ultimate Limit State). It is based on a recognized non-linear plate theory, Rayleigh-Ritz discretizations of deflections and a numerical procedure for solving the equilibrium equations. The method is essentially geometrically non-linear with stress control in critical positions along plate edges and plate stiffener junction lines for handling material plasticity. The procedure provides estimates of the ultimate buckling capacity to be used in extreme load design (ULS philosophy). The buckling limit is also assessed as it may be of interest in problems related to functional requirements, i.e. for load conditions and structural parts in which elastic buckling and thereby large elastic displacements are not acceptable (SLS philosophy). The PULS code is supported by official stand alone DNV Software programs. It is also implemented as a postprocessor in other DNV programs.

Document History

October 1, 2010
BUCKLING STRENGTH OF PLATED STRUCTURES
Introduction This document describes two different, but equally acceptable methods, for buckling and ultimate strength assessment of plated structures. The first method, as given in Part 1, is a...
October 1, 2002
BUCKLING STRENGTH OF PLATED STRUCTURES
General This document gives design recommendations to flat steel plate structures intended for marine structures. The RP is intended to supplement the DNV Offshore standards DNVOS- C101 and is...
October 1, 2002
BUCKLING STRENGTH OF PLATED STRUCTURES
A description is not available for this item.
DNV-RP-C201
October 1, 2002
BUCKLING STRENGTH OF PLATED STRUCTURES
Introduction This document describes two different, but equally acceptable methods, for buckling and ultimate strength assessment of plated structures. The first method, as given in Part 1, is a...
Advertisement