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The Development of an Experimental Program through Design of Experiments and FEM Analysis: A Preliminary Study
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och -produktion.ORCID-id: 0000-0001-9423-7436
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och -produktion.ORCID-id: 0000-0002-8682-876X
2014 (engelsk)Inngår i: Nordic Concrete Research, ISSN 0800-6377, Vol. 51, s. 29-42Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

This paper presents an experimental test setup which allows investigation of the structural behaviour for axially loaded concrete walls with openings. The test matrix was developed with the help of design of experiments technique. A two level factorial experiment has been designed resulting in a total of nine wall specimens. Previous research has shown that the ultimate capacity of concrete walls is dependent on the boundary conditions. Therefore, a new test-rig was proposed and designed to work according to the imposed conditions. Nonlinear simulations calibrated on a previous experimental program were used to obtain the reaction forces.

sted, utgiver, år, opplag, sider
2014. Vol. 51, s. 29-42
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URN: urn:nbn:se:ltu:diva-10166Lokal ID: 8ecb5878-9267-4212-96fd-bb430bd81668OAI: oai:DiVA.org:ltu-10166DiVA, id: diva2:983106
Merknad
Validerad; 2014; 20141210 (cospop)Tilgjengelig fra: 2016-09-29 Laget: 2016-09-29 Sist oppdatert: 2017-11-24bibliografisk kontrollert

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