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Long-term performance of a continuous box-girder bridge constructed using precast segments with wet ultra-high-performance concrete (UHPC) joints

  • Published:2022-12 Issue: Volume:17 Page:e01285
  • ISSN:2214-5095
  • Container-title:Case Studies in Construction Materials
  • language:en
  • Short-container-title:Case Studies in Construction Materials

Author:

Zhu Yanping,Meng Dongliang,Zhang Yang,Hussein Husam H.,He Shuilong

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference40 articles.

1. The Cantilever Construction of Prestressed Concrete Bridges;Mathivat,1983

2. Analysis of cast-in-place concrete segmental cantilever bridges;Bishara;J. Struct. Eng.,1990

3. Creep shrinkage law for concrete at variable humidity;Bažant;J. Eng. Mech.,1974

4. The influence of loading age on long-term drying creep of concrete;Chern;J. Chin. Inst. Eng Taipei Taiwan,1988

5. Review of study of long-term deflection for long span prestressed concrete box-girder bridge;Xie;J. Highw. Trans. Res. Dev.,2007
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