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


    Evaluation and Prediction of the Residual Strength of Center Cracked Tension Panels

    Published: 0

      Format Pages Price  
    PDF (416K) 29 $25   ADD TO CART
    Complete Source PDF (5.3M) 260 $79   ADD TO CART

    Cite this document

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


    The residual strength of center cracked tension panels is considered from a phenomenological perspective. A simple, direct analysis technique is derived from experimental observations and stress intensity factor concepts. A smooth, continuous stress-flaw size curve is generated over the full range of crack lengths and panel widths. Plasticity and finite width effects are accommodated in a manner simpler and more consistent for engineering purposes than the iterative procedures implicit in current theoretical models. The technique is verified by an analysis of data from a variety of sources. It is concluded that toughness indexes, in the form of stress intensity factors, are reliable indicators of fracture instability, as well as other damage levels. They can be analyzed and interpreted on an elementary format. It also is shown that width can be uncoupled as a parameter in cracked panel behavior.


    aircraft panels, damage, fractures (materials), crack propagation, notch sensitivity, toughness, fatigue (materials), strains, stresses, residual stress, yield strength, ultimate strength, tensile properties, plastic properties, aluminum, tension tests

    Author Information:

    Feddersen, CE
    Senior research engineer, Structural Materials Engineering, Columbus Laboratories, Battelle Memorial Institute, Columbus, Ohio

    Committee/Subcommittee: E08.06

    DOI: 10.1520/STP26673S