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RC members with a flexural‐strengthening layer of CFRP textile‐reinforced concrete under monotonic and cyclic long‐term loading

Author(s): ORCID (Institute of Concrete and Masonry Structures, Technische Universität Darmstadt Darmstadt Germany)
(Institute of Concrete Structures, Technische Universität Dresden Dresden Germany)
(Institute of Concrete and Masonry Structures, Technische Universität Darmstadt Darmstadt Germany)
(Institute of Concrete and Masonry Structures, Technische Universität Darmstadt Darmstadt Germany)
(Institute of Concrete Structures, Technische Universität Dresden Dresden Germany)
(Institute of Concrete and Masonry Structures, Technische Universität Darmstadt Darmstadt Germany)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 2, v. 23
Page(s): 939-953
DOI: 10.1002/suco.202100452
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.202100452.
  • About this
    data sheet
  • Reference-ID
    10656222
  • Published on:
    17/02/2022
  • Last updated on:
    09/05/2022
 
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