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2011 (Vol. 3, Issue: 07)
Article Information:

Evaluation Behavior of Qing Shan Concrete Bridge under Static Load Test

Haleem K. Hussain, Lianzhen Zhang, Gui Wei Liu and Yongxue Li
Corresponding Author:  Haleem K. Hussain 

Key words:  Finite element analysis, live load effect, pre-stressed concrete box girder, static analysis, , ,
Vol. 3 , (07): 677-688
Submitted Accepted Published
2011 May, 21 2011 June, 22 2011 July, 25
Abstract:

This study describes and evaluates the state of Qing Shang Bridge. The deterioration of bridge can be summarized due to increased internal forces may be a result of higher loading or due to the sever climatic and environmental weathers changes, bridges need reinforcement because damage due to external factors which reduced the cross-sectional resistance to external loads. The assessment of traffic loading on bridges is subject to large levels of uncertainty. While some allowance is provided in design codes for variable traffic conditions, they are conservative to allow for generalization at a safe level. Also this article identify the design demands of Qing Shan bridge which is located in China/ Heilongjiang Province, He gang - Nen Jiang Road 303 provincial highway, Wu Da Lian Chi area, is an important bridge in the urban areas. The investigation program was include the observation and evaluate the damage in T-section concrete beams , box girder bridges section in additional evaluate the whole state of bridges under static load test, the use of Finite Element Analysis was preferred method to study the behavior of concrete. Furthermore the load test program includes the main beams of bridge. The test results show that the bridge in general structural condition is good. T beam girder of the span No. 10 was tested for static load and need to be strengthening. The concrete box girder shows good state of condition, and no seriously damage effects.
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  Cite this Reference:
Haleem K. Hussain, Lianzhen Zhang, Gui Wei Liu and Yongxue Li, 2011. Evaluation Behavior of Qing Shan Concrete Bridge under Static Load Test.  Research Journal of Applied Sciences, Engineering and Technology, 3(07): 677-688.
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ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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