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dc.contributor.authorGökçen, Mehmet Gökhan
dc.contributor.authorKalenderoğlu, Vahan
dc.date.accessioned2015-04-14T14:14:17Z
dc.date.available2015-04-14T14:14:17Z
dc.date.issued2010
dc.identifier.citationGÖKÇEN, M.G., KALANDEROĞLU, V. (2010). Finite element analysis of plasticity - induced fatigue crack closure using contact elements. In De WILDE, W.P., BREBBIA, C.A., MANER, U. (eds.). WIT Transactions on the Built Environment, Vol. 112, pp. 557-568. WIT Press. http://dx.doi.org/10.2495/HPSM100511.en_US
dc.identifier.issn9781845644642
dc.identifier.issn1746-4498
dc.identifier.other000308726300051 (WOS)
dc.identifier.urihttp://dx.doi.org/10.2495/HPSM100511
dc.identifier.urihttp://hdl.handle.net/11376/1322
dc.description.abstractTo predict crack opening stresses, contact elements are incorporated into the elastic-plastic finite element analysis of fatigue crack closure. A code using ANSYS Parametric Design Language (APDL) is developed. In spite of the fact that the use of contact elements in modelling crack surface contact and crack closure is inherently natural, efforts to incorporate them in the finite element analysis of crack closure are not widespread. The traditional method of modelling crack closure is based on placing truss elements at the crack surface nodes. In the present research, contact elements are used to model crack surface contact. While the load is applied incrementally, crack opening stress is determined by monitoring the state of the contact elements. The results of two-dimensional plane strain finite element analyses are in good agreement with previous work reported in the literature. Instead of finding crack opening stress at every load cycle, an algorithm to find crack opening stress at predetermined load cycle intervals is developed. With the developed algorithm it was possible to analyze crack closure behaviour during a larger number of load cycles with less execution time. The algorithm that is implemented is parametrically analysed. The effect of load increment is investigated. Since crack opening stress is not evaluated at every cycle, the effect of how often opening stresses are determined is another issue that is investigated. As a result of the simulation with a relatively high number of cycles, it was possible to observe the final stabilization in the crack opening stress values that follows a decay after the initial plateau.en_US
dc.language.isoengen_US
dc.publisherWIT Pressen_US
dc.relation.isversionof10.2495/HPSM100511en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFatigue Crack Closureen_US
dc.subjectPlasticity Induced Closureen_US
dc.subjectFinite Element Analysisen_US
dc.subjectContact Elementsen_US
dc.subjectPlane - Strainen_US
dc.titleFinite element analysis of plasticity - induced fatigue crack closure using contact elementsen_US
dc.typeconferenceObjecten_US
dc.relation.journalWIT Transactions on the Built Environmenten_US
dc.contributor.departmentDoğuş Üniversitesi, Mühendislik Fakültesi, Makine Mühendisliği Bölümüen_US
dc.contributor.authorIDTR29878en_US
dc.identifier.volume112en_US
dc.identifier.startpage557en_US
dc.identifier.endpage568en_US


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