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Bond Anchorage Behaviour of Pretensioned Tendons in precast Elements made out of Self-Compacting Concrete

机译:自密实混凝土预制构件中预应力筋的粘结锚固性能

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Bond Anchorage Behaviour of pretensioned Tendons in precast Elements made out of Self-Compacting Concrete. The guidelines of the German Association of Structural Concrete (DAfStb) [1] [2] exclude applications of SCC in the prestressed concrete constructions because of missing experimental data and experience. Therefore, first experimental investigations were carried out at the Institute of Structural Concrete at the University of Technology in Aachen in order to investigate the bond anchorage behaviour of pretensioned tendons in precast elements made out of self-compacting concrete. Particularly the use in prestressed prefabricated elements suggests technical and economical advantages.
机译:自密实混凝土制成的预制构件中预应力筋的粘结锚固性能。德国结构混凝土协会(DAfStb)的准则[1] [2]排除了SCC在预应力混凝土结构中的应用,因为缺少实验数据和经验。因此,首先在亚琛工业大学结构混凝土研究所进行了实验研究,以研究预应力筋在由自密实混凝土制成的预制构件中的粘结锚固性能。特别是在预应力预制构件中的使用表明了技术和经济优势。

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