Use of Cantilever Specimens to Determine Microcreep Properties

    Volume 18, Issue 3 (May 1990)

    ISSN: 0090-3973

    CODEN: JTEOAD

    Page Count: 12


    Santner, JS
    Staff Consultant, Packer Engineering, Inc., Naperville, IL

    (Received 31 January 1989; accepted 30 October 1989)

    Abstract

    Cantilever beams were employed to determine the microyield strength (MYS) and the microstress relaxation (MSR) behavior of composites for stable member applications. Cantilever beams were designed and the compliance determined using resistance strain gages. Two different composites were tested: 2124-T6/30% SiC and Al-2.5Mg/20% SiC. A 2124-T6/30%SiC composite, previously tested under axial compression, was used to compare its data with the results of this study using bend specimens. The latter material was chosen because of its lower yield strength and modulus. The cantilever beam geometry is a significantly easier configuration to test and obtain over one per million resolution in strain than equivalent axial compression specimens. This allows cost-effective development of microcreep data using readily available standard mechanical test equipment. Additional test development work may permit this technique to be developed into an ASTM standard. It also offers the opportunity to measure the elastic, plastic, and anelastic strain components to develop engineering materials with improved MYS and MSR properties.


    Paper ID: JTE12472J

    DOI: 10.1520/JTE12472J

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    Author
    Title Use of Cantilever Specimens to Determine Microcreep Properties
    Symposium , 0000-00-00
    Committee E28