Composite slab numerical strength test method under M-K approach
The paper presents an experimental validation of proposed numerical strength determination function for profiled deck composite slab (PDCS). The study is timely in finding solution to the costlier and mandatory laboratory procedure required for the strength determination for PDCS. The study load car...
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| 主要な著者: | , |
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| フォーマット: | 論文 |
| 言語: | English |
| 出版事項: |
Institute of Research and Journals
2016
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| オンライン･アクセス: | http://psasir.upm.edu.my/id/eprint/13720/1/Composite%20slab%20numerical%20strength%20test%20method%20under%20M-K%20approach.pdf http://psasir.upm.edu.my/id/eprint/13720/ http://iraj.in/journal/IJMPE/paper_detail.php?paper_id=5777&name=Composite_Slab_Numerical_Strength_Test_Method_Under_M-K_Approach |
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| 要約: | The paper presents an experimental validation of proposed numerical strength determination function for profiled deck composite slab (PDCS). The study is timely in finding solution to the costlier and mandatory laboratory procedure required for the strength determination for PDCS. The study load carrying capacity is from the longitudinal shear capacity estimation using slope-intercept method. The study yields to the formation of numerical load determination function for PDCS and the validation test programme consisted of four shear span length under unrestrained conditions. The litmus test comparisons of load capacity with the experimental test result shows good prospect of the numerical load model in determining the strength capacity of PDCS. Index Terms- Composite slab, Failure test load, Longitudinal shear, Slope-intercept method. |
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