000011132 001__ 11132
000011132 005__ 20141205155839.0
000011132 04107 $$aeng
000011132 046__ $$k2008-10-12
000011132 100__ $$aNakayama, Yuji
000011132 24500 $$aBond Behabior Between Deformed Aramid Fiber-Reinforced Plastic Reinforcement and Concrete

000011132 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011132 260__ $$b
000011132 506__ $$arestricted
000011132 520__ $$2eng$$aRecent years, Fiber-Reinforced Plastic (FRP) reinforcement has been utilized for concrete structures expecting its high durability to corrosion and insulation property. In this study, pullout loading test and tensile loading test is performed to investigate the bond behavior between AFRP reinforcement and concrete. The test parameters are cross sectional size of concrete block, elastic modulus and nominal diameter of AFRP reinforcement. The test results of pullout loading test show that bond behavior is influenced by surface figure of AFRP reinforcement. The results of tensile loading test show that crack width depends on elastic modulus. Tension stiffening behavior of AFRP reinforcement is almost same in spite of the type of AFRP reinforcement.

000011132 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011132 653__ $$aPullout loading test, tensile loading test, bond stress-slippage relationship, local bond behavior, tension stiffening behavior, crack width

000011132 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011132 720__ $$aNakayama, Yuji$$iNakai, Hiroshi$$iKanakubo, Toshiyuki
000011132 8560_ $$ffischerc@itam.cas.cz
000011132 8564_ $$s864783$$uhttps://invenio.itam.cas.cz/record/11132/files/05-03-0126.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0126.
000011132 962__ $$r9324
000011132 980__ $$aPAPER