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Low-cycle fatigue strength of steel piles under bending
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och -produktion.
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och -produktion.
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och -produktion.ORCID-id: 0000-0002-8353-9225
2013 (engelsk)Inngår i: Structural Engineering International, ISSN 1016-8664, E-ISSN 1683-0350, Vol. 23, nr 3, s. 278-284Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

Clamped abutment piles for integral abutment bridges experience both a compressive normal force and bending load cycles stemming from daily and yearly temperature variations. This paper describes experiments using full-scale models of clamped piles to demonstrate that a steel pipe pile can accommodate large inelastic deformations under strains six times greater than the yield strain for several hundred load cycles. This indicates that by permitting pile strains in excess of the yield strain (which is not permissible under most current design codes), integral abutment bridges could be erected with spans of up to 500 m and a projected service life of 120 years. The tests were carried out as a step towards the development of design rules for determining the capacity of piles for integral abutment bridges.

sted, utgiver, år, opplag, sider
2013. Vol. 23, nr 3, s. 278-284
HSV kategori
Forskningsprogram
Stålbyggnad; Konstruktionsteknik
Identifikatorer
URN: urn:nbn:se:ltu:diva-3214DOI: 10.2749/101686613X13439149156750ISI: 000322428000004Scopus ID: 2-s2.0-84896053429Lokal ID: 1037b2f8-f20d-495a-beef-e96b0e2a9858OAI: oai:DiVA.org:ltu-3214DiVA, id: diva2:976070
Merknad
Validerad; 2013; 20130905 (ysko)Tilgjengelig fra: 2016-09-29 Laget: 2016-09-29 Sist oppdatert: 2018-07-10bibliografisk kontrollert

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