Calculation Analysis of Shearing Slip for Steel-Concrete Composite Beam Under Concentrated Load

LIU Han-bing; LIU Wen-hui; ZHANG Yun-long

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LIU Han-bing, LIU Wen-hui, ZHANG Yun-long. Calculation Analysis of Shearing Slip for Steel-Concrete Composite Beam Under Concentrated Load[J]. Applied Mathematics and Mechanics, 2005, 26(6): 677-682.

Citation:

LIU Han-bing, LIU Wen-hui, ZHANG Yun-long. Calculation Analysis of Shearing Slip for Steel-Concrete Composite Beam Under Concentrated Load[J]. Applied Mathematics and Mechanics, 2005, 26(6): 677-682.

Citation:

LIU Han-bing, LIU Wen-hui, ZHANG Yun-long. Calculation Analysis of Shearing Slip for Steel-Concrete Composite Beam Under Concentrated Load[J]. Applied Mathematics and Mechanics, 2005, 26(6): 677-682.

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Calculation Analysis of Shearing Slip for Steel-Concrete Composite Beam Under Concentrated Load

College of Traffic, Jilin University, Changchun 130025, P. R. China

Received Date: 2003-12-30
Rev Recd Date: 2005-03-09
Publish Date: 2005-06-15

Abstract

Abstract

The strain's difference of steel and concrete under vertical concentrated load was analyzed on the basis of elastic theory,and was compared with ideal solution of steel and concrete under vertical uniform load.The results indicate that the computing formula concluded from the paper is believable.The practical structure usually bears concentrated load,so it can be used in the practical engineering.
- composite beam,
- concentrated load,
- partial-interaction,
- shearing slip

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References(6)

References

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