000002177 001__ 2177
000002177 005__ 20141118153439.0
000002177 04107 $$acze
000002177 046__ $$k2013-05-27
000002177 100__ $$aMADSEN, Thomas P.
000002177 24500 $$aSFRSCC –A SUSTAINABILITY STUDY ON THE CONSTRUCTION OF A FOUNDATION SLAB

000002177 24630 $$n1.$$pProceedings of the First International Conference on Concrete Sustainability
000002177 260__ $$bJapan Concrete Institute, Tokyo
000002177 506__ $$arestricted
000002177 520__ $$2eng$$aA Danish innovation consortium is preparing a set of guidelines on the mix design and execution of steel fiber reinforced self-compacting concrete (SFRSCC). The guidelines are based on full scale experimental studies. This paper describes a full scale casting of a foundation slab where the structural design is governed by a maximum crack width requirement of 0.2mm. The sustainability of two designs are compared, one with only conventional reinforcement and one with a combination of steel fibers and conventional reinforcement Results revealed that the combined reinforcement solution produced steel and cost savings of approximately 45 % and 15 %, respectively, i.e. a more sustainable solution.

000002177 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002177 653__ $$asteel fiber, sfrscc, foundation slab, crack width, sustainability

000002177 7112_ $$aFirst International Conference on Concrete Sustainability$$cTokyo (JP)$$d2013-05-27 / 2013-05-29$$gICCS13
000002177 720__ $$aMADSEN, Thomas P.$$iKASPER, Thomas$$iBYTYCI, Shqiponja$$iTHRANE, Lars N.
000002177 8560_ $$ffischerc@itam.cas.cz
000002177 8564_ $$s2835659$$uhttp://invenio.itam.cas.cz/record/2177/files/S3-2-3.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002177 962__ $$r2053
000002177 980__ $$aPAPER