Code Development for Ship Structures—A Demonstration

Author:

Mansour A. E.1,Wirsching P. H.2,Ayyub B.3,White G.4

Affiliation:

1. Naval Architecture and Offshore Engineering, University of California at Berkeley, NA Building, Room 202, Berkeley, CA 94720

2. University of Arizona, Tucson, AZ

3. University of Maryland, College Park, MD

4. U.S. Naval Academy, Annapolis, MD

Abstract

A demonstration summary of a reliability-based structural design code for ships is presented for two ship types: a cruiser and a tanker. One reason for the development of such a code is to provide specifications which produce ship structure having a weight savings and/or improvement in reliability relative to structure designed by traditional methods. Another reason is to provide uniform safety margin for ships within each type. For both ship types, code requirements cover four failure modes: hull girder bulkling, unstiffened plate yielding and buckling, stiffened plate buckling, and fatigue of critical detail. Both serviceability and ultimate limit states are considered. Because of limitation on the length, only hull girder modes are presented in this paper. Code requirements for other modes will be presented in future publication. A specific provision of the code will be safety check expression, which, for example, for three bending moments (still water Ms, wave Mw, and dynamic Md), and strength Mu, might have the form, following the partial safety factor format: γsMs+γwMw+γdMd≤φMu γs, γw, γd, and φ are the partial safety factors. The design variables (M’s) are to be taken at their nominal values, typically values in the safe side of the respective distributions. Other safety check expressions for hull girder failure that include load combination factors, as well as consequence of failure factors, are considered. This paper provides a summary of safety check expressions for the hull girder modes.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference41 articles.

1. AISC, 1994, “Load and Resistance Factor Design,” Manual of Steel Construction, American Institute of Steel Construction, Chicago, IL.

2. Ang A. H.-S. , 1973, “Structural Risk Analysis and Reliability-Based Design,” Journal of the Structural Division, ASCI, Vol. 100, No. ST9, Paper 10777, pp. 1775–1769.

3. Ang S. H. , and CornellC. A., 1974, “Reliability Bases of Structural Safety and Design,” Journal of Structural Engineering, ASCE, Vol. 100, No. 9, pp. 1755–1769.

4. API, 1989, “Draft Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Load and Resistance Factor Design,” API RP2A-LRFD, American Petroleum Institute, Dallas, TX.

5. ASCE, 1993, “Minimum Design Loads for Buildings and Other Structures,” ASCE 7-93 (formerly ANSI A58.1).

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