000012787 001__ 12787
000012787 005__ 20160920162646.0
000012787 04107 $$aeng
000012787 046__ $$k2016-09-05
000012787 100__ $$aGurbuz, T.
000012787 24500 $$aEffects of loading rate on impact response of axially loaded reinforced concrete members and performance enhancement by AFRP

000012787 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012787 260__ $$bTaylor and Francis Group, London, UK
000012787 506__ $$arestricted
000012787 520__ $$2eng$$aStructures may be exposed to accidental dynamic loadings during their service lives even though most of them had not been designed to resist such loadings. Under high-rate loading conditions, structural response significantly differs from that under static loading. In this research, conventionally designed Reinforced Concrete (RC) members were examined experimentally under static loading and drop weight impact tests. It was observed that by increasing the loading rate, the failure mode of axially loaded RC members under low elevation impact changes from flexural into a more brittle character dominated by shear. Aramid Fiber Reinforced Polymer (AFRP) wrapping can then be used to enhance the performance of RC members under impact loads.

000012787 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012787 653__ $$a

000012787 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012787 720__ $$aGurbuz, T.$$iIlki, A.$$iThambiratnam, D.P.$$iPerera, N.
000012787 8560_ $$ffischerc@itam.cas.cz
000012787 8564_ $$s2276138$$uhttps://invenio.itam.cas.cz/record/12787/files/235.pdf$$yOriginal version of the author's contribution as presented on CD, 235.pdf.
000012787 962__ $$r12552
000012787 980__ $$aPAPER