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預應力錨桿錨固段應力分布規律及應用

Application of the Pre-stress Bolt Stress Distributing Principle

  • 摘要: 根據彈性力學共同變形原理,在充分考慮錨桿、漿體、巖土體協調變形狀態下,得出預應力錨桿承載過程中錨桿軸力及其變形、位移的計算公式,并經104國道界河立交橋加筋土擋土墻加固工程預應力錨桿承載計算,與實測結果基本吻合,因此可以得出該計算方法是合理可靠的結論.

     

    Abstract: The formulation of bolt axis-stress and deformation according to common transmutation principle in elasticity mechanics is deduced, which is fully considered under the condition of correspond transmutation of bolt, serosity and rock. Simultaneously, the formulation is applied to analyze the results of in-situ experimentation at Jiehe intersection bridge on 104 national road, it certificated that the compute method mentional above is credible in reason and it will be used in other engineering cases.

     

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