STP1391

    Residual Strength Assessment of Stress Corrosion in High Strength Steel Components

    Published: Jan 2000


      Format Pages Price  
    PDF (460K) 15 $25   ADD TO CART
    Complete Source PDF (5.9M) 15 $98   ADD TO CART


    Abstract

    Testing of finished high strength steel components for their susceptibility or resistance to stress corrosion cracking (SCC) provides data of immense value to designers and manufacturers. Reported in the literature are many different techniques of testing for SCC which have varying advantages and disadvantages. However, most techniques have been questioned on the grounds of applicability and reproducibility.

    A test which rapidly ranks similar components, in order of resistance to SCC, is in demand. Techniques which quantify the extent of damage, after a period of time, such as the breaking load method, are able to overcome some of the limitations of other SCC tests. The use of the breaking load method has been reported to provide reliable results in the comparison of certain aluminum alloys.

    This paper applies the breaking load method, a residual strength test, to high strength steel components. Bolts, rather than tensile test specimens, were used, to enable the effect of geometry and manufacturing methods on susceptibility to SCC to be studied. It is concluded that the breaking load method can be used to rank differences between materials, manufacturing methods and geometry.

    Keywords:

    high strength steel, breaking load method, stress corrosion cracking, fasteners, stress corrosion cracking test methods


    Author Information:

    Barke, D
    Graduate student and associate professor, Monash University, Clayton, Victoria

    Chiu, WK
    Graduate student and associate professor, Monash University, Clayton, Victoria

    Fernando, S
    Project leader, Ajax Technology Centre, Malvern, Victoria


    Paper ID: STP13528S

    Committee/Subcommittee: E08.09

    DOI: 10.1520/STP13528S


    CrossRef ASTM International is a member of CrossRef.