%0 Journal Article
%T Refuerzo de trabes acarteladas de concreto reforzado deficientes a cortante con encamisados de malla electrosoldada y mortero
%A Tena
%A Arturo
%A Hern¨¢ndez
%A Obed
%J Bolet¨ªn T¨¦cnico
%D 2009
%I Scientific Electronic Library Online
%X an exploratory experimental study is presented where eight beams previously designed and tested to fail in shear, where the previous testing damage was substantial, were repaired using a beam jacketing consisting of a light-gauge steel wired mesh covered with 2 cm thick grout. repaired beams were tested under monotonic loading and the obtained load-displacement curves were compared with those obtained for the original beams. the tested jacketing technique was effective, as higher deformation and load capacities were achieved by the repaired beams.
%K retrofit
%K reinforcement
%K rehabilitation
%K jacketing of mortar and welded wire mesh
%K reinforced concrete
%K haunched beams
%K shear failure.
%U http://www.scielo.org.ve/scielo.php?script=sci_abstract&pid=S0376-723X2009000200003&lng=en&nrm=iso&tlng=en