The purpose of this study was to investigate the improvement and performance evaluation on load carrying capacity of simultaneous reinforcing method for shearing & tensioning strength by post-tensioning for beam or girder. The way of study was done by...
The purpose of this study was to investigate the improvement and performance evaluation on load carrying capacity of simultaneous reinforcing method for shearing & tensioning strength by post-tensioning for beam or girder. The way of study was done by structural calculation and experiment of models. Each type of models was made with concrete and steel wire instead of steel bar, and compared each load carrying capacity after tested under a constant axial load. Therefore, this documents are based on the structural calculation, experimental and analytical findings.