Calculated substantiation of the method of strengthening the moscow canal lock chamber walls with prestressed reinforcing members

Yu. A. Ilin

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Calculated substantiation of the method of strengthening the moscow canal lock chamber walls with prestressed reinforcing members

机译：用预应力增强构件加固莫斯科运河锁室壁的方法的计算依据

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Prestressed reinforced-concrete cast-in-situ and precast structures have found wide use in industrial and civil reinforced-concrete construction [1, 2, 3, 4]. Their use makes it possible to increase crack resistance and strength of structures, to use industrial methods of constructing structures, and to save expensive reinforcing steel. Experimental and theoretical studies were carried in the 1980-1990s at the Power Structures Research Insti- Tute (NIES) for substantiating proposed methods of strengthening damaged massive concrete and reinforced-concrete Structures with the use of prestressed reinforced concrete members.

机译：预应力钢筋混凝土现浇和预制结构在工业和民用钢筋混凝土建筑中得到了广泛的应用[1、2、3、4]。它们的使用使得可以提高结构的抗裂性和强度，可以使用构造结构的工业方法，并且可以节省昂贵的增强钢。在1980-1990年代，动力结构研究机构（NIES）进行了实验和理论研究，以证实采用预应力钢筋混凝土构件来加固受损大体积混凝土和钢筋混凝土结构的建议方法。

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《Hydrotechnical Construction》 |1999年第4期|p.208-214|共7页
作者
Yu. A. Ilin;
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正文语种 eng
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1. Flexural behaviour of reinforced or prestressed concrete beams including strengthening with prestressed carbon fibre reinforced polymer sheets: application of a fracture mechanics approach [J] . Yail J. Kim, Mark F. Green, R. Gordon Wight Canadian Journal of Civil Engineering . 2007,第5期

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Calculated substantiation of the method of strengthening the moscow canal lock chamber walls with prestressed reinforcing members

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