000002196 001__ 2196
000002196 005__ 20141118153439.0
000002196 04107 $$acze
000002196 046__ $$k2013-05-27
000002196 100__ $$aMOROHASHI, Noritaka
000002196 24500 $$aBOND PROPERTIES OF HIGH FLUIDITY CONCRETE BEAMS WITH MEDIUM-QUALITY RECYCLED COARSE AGGREGATE AND MELT-SOLIDIFIED SLAG AGGREGATE

000002196 24630 $$n1.$$pProceedings of the First International Conference on Concrete Sustainability
000002196 260__ $$bJapan Concrete Institute, Tokyo
000002196 506__ $$arestricted
000002196 520__ $$2eng$$aFor high fluidity concrete beams with medium-quality recycled coarse aggregate and melt-solidified slag aggregate, we investigated the fresh concrete properties and the bond splitting strength at the age of five weeks after placement. As a result, the flow value was approximately 60 cm without showing separation of materials, and favorable fresh concrete properties were achieved. The maximum flexural crack width under a long-term main reinforcement allowable stress was smaller for the high fluidity specimens (FRM type) than that of the non-high fluidity specimens (RM type). The bond splitting strength of the high fluidity specimens (FRM type) was generally higher than that of the non-high fluidity specimens (RM type).

000002196 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002196 653__ $$amelt-solidified slag aggregate, medium-quality recycled coarse aggregate, crack width, bond splitting strength, high fluidity concrete

000002196 7112_ $$aFirst International Conference on Concrete Sustainability$$cTokyo (JP)$$d2013-05-27 / 2013-05-29$$gICCS13
000002196 720__ $$aMOROHASHI, Noritaka$$iSAKURADA, Tomoyuki
000002196 8560_ $$ffischerc@itam.cas.cz
000002196 8564_ $$s1020748$$uhttp://invenio.itam.cas.cz/record/2196/files/S3-5-4.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002196 962__ $$r2053
000002196 980__ $$aPAPER