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- W635012336 abstract "Using rehabilitation technique of RC members with high strength stainless steel wire mesh and permeability polymer mortar for an RC T-beam strengthening which is regarded as engineering background,a big reduced scale mode experiment was used to analyze the influence factors of the strengthened T-beams' flexural bearing capacity and its failure mode.Based on the test results,the design formulae of flexural bearing capacity,stiffness and maximum crack width were proposed.Static loading test was conducted on the performance of this bridge before and after the installation of the strengthening system.The results show that the flexural bearing capacity and stiffness are increased effectively,the width of crack is reduced obviously and the cracking production is postponed.The strengthened technique has good social and economic benefits without influencing on bridge traffic running." @default.
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- W635012336 date "2007-07-01" @default.
- W635012336 modified "2023-09-28" @default.
- W635012336 title "Experiment on RC T-type Beam Bridge Strengthened with High Strength Stainless Steel Wire Mesh and Permeabil ity Polymer Mortar" @default.
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