Strand Debonding in Pretensioned Beams - Precast Prestressed Concrete Bridge Girders with Debonded Strands - Continuity Issues
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Purdue University
Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Prediction of Restraint Moments in Precast, Prestressed Structures Made Continuous;Nordic Concrete Research;2018-12-01
2. Experimental study of strand splice connections in UHPC for continuous precast prestressed concrete bridges;Engineering Structures;2017-02
3. Self-Stressed Steel Fiber Reinforced Concrete as Negative Moment Connection for Strengthening of Multi-Span Simply-Supported Girder Bridges;Advances in Structural Engineering;2013-06
4. Strengthening multiple span simply-supported girder bridges using post-tensioned negative moment connection technique;Engineering Structures;2011-02
5. Modeling of transfer length of prestressing strands using genetic programming and neuro-fuzzy;Advances in Engineering Software;2010-02
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