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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/36086

    Title: 混凝土鋪面版之角隅荷重與翹曲應力分析
    Other Titles: Corner loading and curling stress analysis of concrete pavements
    Authors: 李英豪;李英明
    Contributors: 淡江大學土木工程學系
    Keywords: 混凝土鋪面;角隅荷重;趐曲應力;預測模式;Concrete Pavement;Corner Loading;Curling Stress;Prediction Model
    Date: 1996-09
    Issue Date: 2010-01-11 10:05:36 (UTC+8)
    Publisher: 臺北市:中華民國結構工程學會
    Abstract: Since corner breaks are one of the major structural distresses in jointed concrete pavements, this research study focuses on the determination of the critical bending stresses at the corner of the slab due to the individual and combination effects of wheel loading and thermal curling. A well-known slab-on-grade finite element program(ILLI-SLAB) was used for the analysis. Based on the principles of dimensional analysis, the dominating mechanistic variables were carefully identified and verified. The resulting corner stresses were compared to theoretical Westergaard solutions. Adjustment factors were introduced to account for this discrepancy. Prediction models were developed as an alternative to the very time- consuming and complicated F.E. analysis to estimate stresses for design purposes with sufficient accuracy.
    Relation: 中華民國第三屆結構工程研討會論文集(二)=Proceedings of the 3th National Conference on Structural Engineering, pp.1283-1292
    Appears in Collections:[土木工程學系暨研究所] 會議論文

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