^ Vertical cracking at girder ends during post‐tensioning of prefabricated prestress concrete bridge T‐girders | Structurae
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Vertical cracking at girder ends during post‐tensioning of prefabricated prestress concrete bridge T‐girders

Author(s): ORCID (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
ORCID (Energy Geosciences Division Lawrence Berkeley National Laboratory Berkeley California USA)
(China Construction Fourth Engineering Bureau Co., Ltd Guangzhou China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education Beijing University of Technology Beijing China)
(Nanjing Vocational Institute of Transport Technology Nanjing China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202100004
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/suco.202100004.
  • About this
    data sheet
  • Reference-ID
    10629655
  • Published on:
    01/10/2021
  • Last updated on:
    01/10/2021