Plastic limit pressures of circumferential cracked pipe bends

Seok Pyo Hong, Jong Hyun Kim, Yun Jae Kim

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    This paper provides limit pressures for circumferential cracked pipe bends, resulting from systematic, small strain FE limit analyses using elastic-perfectly plastic materials. Circumferential through-wall and constant-depth part-through surface cracks at both extrados and intrados are considered, but the length of circumferential through-wall cracks is limited to 50% of the circumference. It is found that limit pressures of pipe bends are not affected by the presence of the circumferential surface crack, unless it is sufficiently deep and long. Moreover limit pressures for circumferential surface cracked pipe bend decrease almost linearly with increasing a/t and . Based on FE results, approximate closed-form solutions for limit pressures are given.

    Original languageEnglish
    Title of host publication17th European Conference on Fracture 2008
    Subtitle of host publicationMultilevel Approach to Fracture of Materials, Components and Structures
    Pages2555-2562
    Number of pages8
    Publication statusPublished - 2008
    Event17th European Conference on Fracture 2008: Multilevel Approach to Fracture of Materials, Components and Structures, ECF17 - Brno, Czech Republic
    Duration: 2008 Sept 22008 Sept 5

    Publication series

    Name17th European Conference on Fracture 2008: Multilevel Approach to Fracture of Materials, Components and Structures
    Volume3

    Other

    Other17th European Conference on Fracture 2008: Multilevel Approach to Fracture of Materials, Components and Structures, ECF17
    Country/TerritoryCzech Republic
    CityBrno
    Period08/9/208/9/5

    Keywords

    • Circumferential part-through surface and through-wall cracks
    • Finite element limit analysis
    • Limit pressure
    • Pipe Bend

    ASJC Scopus subject areas

    • Civil and Structural Engineering

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