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基于EPF技术的混凝土简支梁桥加固试验研究

Experimental Study on Strengthening the Simple Concrete Beam Bridge Based on EPF Technology
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摘要 介绍了EPF(体外预应力)加固技术的特点,并模拟实际工程中受弯构件的工作状况,对EPF布筋方式及转向器等对试验梁的影响进行了分析,为EPF加固桥梁提供了参考依据。 The author has described the features of strengthening technology through EPF, simulated the working state of curved component in reality, analyzed the influences of steel bar arrangement and coverter on the testing beam, and proposed the references for strengthening the bridge via EPF.
作者 王廷臣
出处 《长沙交通学院学报》 2005年第3期21-24,共4页 Journal of Changsha Communications University
关键词 EPF 试验 研究 转向器 EPF experiment study diverter
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参考文献3

  • 1Harajli M H. Strengthening of concrete beams by external prestressing[J]. PCI Journal,1993,38(6):76~88.
  • 2Tan K H,Ng C K. Effects of Deviators and Tendon Configuration on Behavior of Externally Prestressed Beams[J]. ACI Structural Journal,1997,94(1):13~22.
  • 3Harajli M H,Khairallah N, Nassif H. Externally Prestressed Members: Evaluation of Second Order Effects[J]. Journal of Structural Engineering,1999,125(10):1151~1161.

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