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Calculation analysis of shearing slip for steel-concrete composite beam under concentrated load

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Abstract

The strain 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.

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Authors and Affiliations

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

    Liu Han-bing, Liu Wen-hui & Zhang Yun-long

Authors
  1. Liu Han-bing
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  2. Liu Wen-hui
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  3. Zhang Yun-long
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Corresponding author

Correspondence to Liu Wen-hui.

Additional information

Communicated by YE Zhi-ming

Project supported by the Science and Technology Development Project of Jilin Province (No. 20020631)

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Han-bing, L., Wen-hui, L. & Yun-long, Z. Calculation analysis of shearing slip for steel-concrete composite beam under concentrated load. Appl Math Mech 26, 735–740 (2005). https://doi.org/10.1007/BF02465424

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  • DOI: https://doi.org/10.1007/BF02465424

Key words

Chinese Library Classification

2000 Mathematics Subject Classification

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