DocumentCode
2464492
Title
Static charicrastics analysis of reinforced Songhua River highway bridge in Jiamusi
Author
Wang, Shijie ; Wu, He
Author_Institution
Civil Eng. Dept., Heilongjiang Inst. of Technol., Harbin, China
fYear
2011
fDate
24-26 June 2011
Firstpage
5339
Lastpage
5342
Abstract
The detection aims at testing the quality of design and construction and values the working property of the designed load. The static load test is focused on testing and analyzing main girder camber, vertical deflection at the bracket, cable tension, the main causes of cracks in beams. Under the test load, the natural frequency of external tendons increase in amplitude 4.3% to 9.0%, and the change is little; the strain of anchoring transverse on concrete beams is measured very small, almost negligible. It is proved that the vehicle load on the role of anchor beams is small, which is not the main cause of the tensile stress cracking. Calibration coefficient of deflection and strain meet the requirements, so that no new cracks come into being. It is shown that the performance of the reinforced bridge meet the requirements, therefore the reinforcement method can provide a reference for related similar bridges.
Keywords
beams (structures); bridges (structures); condition monitoring; cracks; design; mechanical testing; quality assurance; reinforced concrete; roads; stress analysis; structural engineering; supports; tensile strength; Jiamusi; anchoring transverse; calibration coefficient; concrete beams; design quality; external tendon; main girder camber; reinforced Songhua river highway bridge; reinforced bridge; static characteristics analysis; static load test; tensile stress cracking; vehicle load; Bridges; Civil engineering; Frequency measurement; Materials; Safety; Strain; Structural beams; crack; deflection; reinforcement; static load test; strain;
fLanguage
English
Publisher
ieee
Conference_Titel
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-9172-8
Type
conf
DOI
10.1109/RSETE.2011.5965518
Filename
5965518
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