000021309 001__ 21309
000021309 005__ 20170522124348.0
000021309 04107 $$aeng
000021309 046__ $$k2017-05-15
000021309 100__ $$aHollý, I.
000021309 24500 $$aGFRP REINFORCEMENT IN CONCRETE – FACTORS AFFECTING BOND PROPERTIES

000021309 24630 $$n23.$$pEngineering Mechanics 2017
000021309 260__ $$bBrno University of Technology, Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno
000021309 506__ $$arestricted
000021309 520__ $$2eng$$aCorrosion of steel reinforcement is the major cause of deterioration of existing RC structures. Combined effects of moisture, temperature, and chlorides reduce the alkalinity of concrete and exacerbate the corrosion of steel reinforcement, especially for concrete structures subjected to aggressive environments, such as marine structures and bridges and parking garages exposed to de-icing salts. Glass fiber reinforcement polymer (GFRP) bars are suitable alternatives to steel bars in reinforced concrete applications if durability, electromagnetic transparency, or ease of demolition in temporary constructions is sought, that have to be demolished partially by tunnel boring machines (TBMs). The bond of GFRP reinforcement is different from steel reinforcing bars. This paper presents factors affecting the bond strength between GFRP reinforcement and concrete.

000021309 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021309 653__ $$aConcrete, GFRP reinforcement, Bond, Temperature, Environmental conditions.

000021309 7112_ $$aEngineering Mechanics 2017$$cSvratka, CZ$$d2017-05-15 / 2017-05-18$$gEM2017
000021309 720__ $$aHollý, I.$$iSonnenschein, R.
000021309 8560_ $$ffischerc@itam.cas.cz
000021309 8564_ $$s739434$$uhttps://invenio.itam.cas.cz/record/21309/files/0378.pdf$$yOriginal version of the author's contribution in proceedings, page 378, section REL.
000021309 962__ $$r21225
000021309 980__ $$aPAPER