000012205 001__ 12205
000012205 005__ 20141205160030.0
000012205 04107 $$aeng
000012205 046__ $$k2008-10-12
000012205 100__ $$aYao, Zhi-Hua
000012205 24500 $$aExperimental Study on Flexural Behavior of RC Beams Strengthened with SMPM

000012205 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012205 260__ $$b
000012205 506__ $$arestricted
000012205 520__ $$2eng$$aRehabilitation with SMPM (high-strength steel wire mesh and polymer mortar) is a new technique of structural strengthening with a series of obvious advantages comparing with other traditional ones. Experiments were conducted to investigate the flexural behavior of 5 RC beams including 4 strengthened specimens and 1 comparative beam. The mode of failure, cracking behavior, stress of reinforced bars and steel wires, load versus deflection curves and ultimate load-carrying capacity of the strengthened specimens were analyzed. The results showed that the strengthened beams have good strengthening effect and the working behavior of the two sections is excellent. Based on the tests and numerical simulation results, the design formulae of the flexural load-carrying capacity and stiffness were supposed. The calculated results are in good agreement with the experimental ones. SMPM, high-strength steel wire mesh, polymer mortar, Flexural Strengthening, Experimental study

000012205 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012205 653__ $$a

000012205 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012205 720__ $$aYao, Zhi-Hua$$iYao, Qiu-Lai$$iHuang, Shi-Min$$iSong, bo
000012205 8560_ $$ffischerc@itam.cas.cz
000012205 8564_ $$s279998$$uhttps://invenio.itam.cas.cz/record/12205/files/12-01-0097.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0097.
000012205 962__ $$r9324
000012205 980__ $$aPAPER