000012495 001__ 12495
000012495 005__ 20160816141449.0
000012495 04107 $$aeng
000012495 046__ $$k2016-05-09
000012495 100__ $$aSonnenschein, R.
000012495 24500 $$aCRACK WIDTH CONTROL IN CONCRETE STRUCTURES WITH FRP REINFORCEMENT

000012495 24630 $$n22.$$pEngineering Mechanics 2016
000012495 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Praha
000012495 506__ $$arestricted
000012495 520__ $$2eng$$aTraditional material for concrete reinforcement is steel. In recent times, non-metallic fibers (steel, glass, aramid, carbon, polyethylene and polypropylene) as dispersed short fibers (together with different structures such as yarn, chopped yarn, strings, nets, fabrics, and polymer composite material reinforcement (bars and cages)) have been intensively investigated and some of them used for construction of structures. FRP rebar stress-strain curves have almost linearly elastic behaviour. The paper presents the mechanical properties and durability of different types of FRP rebars and calculations of the required reinforcement area in connection with the crack widths limitations for GFRP and steel reinforcement.

000012495 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012495 653__ $$aFRP composites, crack width, minimum reinforcement area

000012495 7112_ $$aEngineering Mechanics 2016$$cSvratka, CZ$$d2016-05-09 / 2016-05-12$$gEM2016
000012495 720__ $$aSonnenschein, R.$$iBilcik, J.$$iGajdosova, K.
000012495 8560_ $$ffischerc@itam.cas.cz
000012495 8564_ $$s634427$$uhttps://invenio.itam.cas.cz/record/12495/files/125bo_p_rel.pdf$$yOriginal version of the author's contribution as presented on CD, id 125, section REL.
000012495 962__ $$r12369
000012495 980__ $$aPAPER