Design, manufacturing and testing of shear-cone connectors between CFRP stay-in-place formwork and concrete-Reference-Cited by-同舟云学术

Design, manufacturing and testing of shear-cone connectors between CFRP stay-in-place formwork and concrete

Published:2015-10 Issue: Volume:129 Page:47-54
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Hasselhoff Johannes,Cheng Lijuan,Waimer Frederic,Gabler Markus,Knippers Jan^ORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference16 articles.

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2. Efficient use of CFRP stay-in-place form for durable concrete bridge decks. SP-257: FRP stay-in-place forms for concrete structures;Cheng;Am Concr Inst,2008

3. Investigation of a structural FRP stay-in-place form for prototype military bridge system. SP-257: FRP stay-in-place forms for concrete structures;Hanus;Am Concr Inst,2008

4. FRP stay-in-place participating formwork: design considerations and preliminary testing;Gai;Adv Compos Constr,2009

5. Steel-free bridge decks reinforced with FRP composites;Cheng,2012

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