Molina, Julio Cesar [UNESP]Calil Junior, Carlito2014-05-202014-05-202010-01-01Revista Internacional de Metodos Numericos Para Calculo Y Diseno En Ingenieria. Barcelona: Univ Politecnica Catalunya, v. 26, n. 2, p. 57-68, 2010.0213-1315http://hdl.handle.net/11449/41897In this paper was evaluated, using the software ANSYS, the stiffness (El) of the log-concrete composite beams, of section T, with connectors formed by bonded-in steel rods, type CA-50, disposed in X, with application of cyclical load. The stiffness of the system was evaluated through the simulation of bending tests, considered 1/2 beam, with cyclical shipment varying among 40 % and 5 % of the strength of the connection with the load relationship R=0,125, for a total of 10 load cycles applied. The numeric results show a good agreement with experimental tests.57-68porArtigoWOS:000288724300001Acesso restrito