Bonding behavior of lap-spliced reinforcing bars embedded in ultra-high-performance concrete with steel fibers

This study explores the bond strength of steel reinforcing bars in normal concrete (NC) and ultra-high-performance concrete (UHPC) with steel fibers, focusing on the behavior of lap-spliced rebars. Key variables such as rebar diameter (D), spacing (s), lap-splice length (L1), and hook length (L2) we...

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Autors principals:	Krairerk Aiamsri, Teerasak Yaowarat, Suksun Horpibulsuk, Apichat Suddeepong, Apinun Buritatum, Kanchana Hiranwatthana, Kirati Nitichote
Format:	Artigo
Idioma:	Inglês
Publicat:	Elsevier 2024-12-01
Col·lecció:	Developments in the Built Environment
Matèries:	Ultra-high performance concrete (UHPC) Bond strength Pull-out tests Lap-splice tests
Accés en línia:	http://www.sciencedirect.com/science/article/pii/S2666165924002667
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