You are being redirected because this document is part of your ASTM Compass® subscription.
    This document is part of your ASTM Compass® subscription.

    If you are an ASTM Compass Subscriber and this document is part of your subscription, you can access it for free at ASTM Compass
    STP1417

    Applications of Scaling Models and the Weibull Stress to the Determination of Structural Performance-Based Material Screening Criteria

    Published: 01 January 2003


      Format Pages Price  
    PDF (396K) 22 $25   ADD TO CART
    Complete Source PDF (15M) 774 $275   ADD TO CART

    Cite this document

    X Add email address send
    X
      .RIS For RefWorks, EndNote, ProCite, Reference Manager, Zoteo, and many others.   .DOCX For Microsoft Word


    Abstract

    Certification of new welding systems for naval ship construction involves demonstrating that the system will provide adequate structural performance under severe loading conditions. The standard test used by the Navy to demonstrate that a weld can withstand extensive plastic deformation in the presence of a flaw is the Explosion Bulge/Explosion Crack Starter test. This test uses a rather large specimen fabricated from 1 in. or 2 in. (25.4 or 50.8 mm) thick plate that is explosively loaded. Consequently, conducting an explosion bulge test series can be very expensive. The test is also rather extreme in the level of plastic deformation developed in the plate. The loading condition simulates the strain rate that might be caused by direct shock in an underwater explosion, but is not necessarily representative of typical surface ship loading rates.

    For certification purposes it would be desirable to develop relevant structural performance requirements and then use a simple, inexpensive test to determine if the welding system will meet the requirement. The objective of this study was to determine what combination of material properties the weld system must have to obtain the required performance. Structural performance was assessed by conducting tests on a structural performance element that was representative of plate thickness and loading conditions. Scaling models are presented that compare the structural performance element with the traditional Explosion Crack Starter specimen. Failure probabilities were calculated using the Weibull stress concept, the transition temperature and the Master Curve. The transition temperature and probability of failure are incorporated into criteria that the weld system must meet to ensure that the structure will have the desired performance.

    The proposed approach for determining structural performance-based material selection criteria was used to interpret the results from a series of tests on HSLA-65 welds. Fracture toughness, structural elements and the Explosion Crack Starter tests were conducted to characterize the fracture performance of the various welds. The results from these tests are presented and the relationship between the material properties and the resulting structural performance is discussed.

    Keywords:

    constraint, fracture toughness, HSLA-65, transition, toughness scaling, Weibull stress, master curve, reference temperature, explosion bulge


    Author Information:

    Graham, SM
    Senior Engineer, Survivability Engineering Department, Anteon Corporation, West Bethesda, MD

    Mercier, J
    Senior Mechanical Engineer, Concurrent Technologies Corporation, Johnstown, PA


    Committee/Subcommittee: E08.08

    DOI: 10.1520/STP11078S