Jiang Haibo, Huang Feixin, Deng Hui, Lin Binwei, Zou Ping. EXPERIMENTAL RESEARCH ON THE SERVICE PERFORMANCE OF SIMPLE-BEARING T-TYPE BEAMS REINFORCED BY EXTERNALLY PRESTRESSED TENDON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 74-78. doi: 10.13204/j.gyjz201006017
Citation:
Jiang Haibo, Huang Feixin, Deng Hui, Lin Binwei, Zou Ping. EXPERIMENTAL RESEARCH ON THE SERVICE PERFORMANCE OF SIMPLE-BEARING T-TYPE BEAMS REINFORCED BY EXTERNALLY PRESTRESSED TENDON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 74-78. doi: 10.13204/j.gyjz201006017
Jiang Haibo, Huang Feixin, Deng Hui, Lin Binwei, Zou Ping. EXPERIMENTAL RESEARCH ON THE SERVICE PERFORMANCE OF SIMPLE-BEARING T-TYPE BEAMS REINFORCED BY EXTERNALLY PRESTRESSED TENDON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 74-78. doi: 10.13204/j.gyjz201006017
Citation:
Jiang Haibo, Huang Feixin, Deng Hui, Lin Binwei, Zou Ping. EXPERIMENTAL RESEARCH ON THE SERVICE PERFORMANCE OF SIMPLE-BEARING T-TYPE BEAMS REINFORCED BY EXTERNALLY PRESTRESSED TENDON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 74-78. doi: 10.13204/j.gyjz201006017
It has theoretical and practical value to carry out the experimental research of simply-supported T-type beam reinforced by externally tendons，whose mechanism can be deeply recognized. By means of the experiment，the service performances of simply-supported beam before and after strengthened by externally tendons were investigated，such as the distribution and development of crack，deflection of mid-span，deformation of whole beam under different loading cases. It can be inferred that the bearing capacity of beam can be improved sharply after strengthening，the development of cracks can be suppressed and the deformation capacity can be improved.
Login
Register
E-alert
DownLoad: