Analytical evaluation of shear resisting behavior of prestressed concrete beams reinforced with FRP rods

Yasuhiko Sato, Tamon Ueda, Yoshio Kakuta

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

Non-linear finite element analysis is conducted in order to clarify the shear resisting behavior of prestressed concrete beams reinforced with FRP rods. Prestressing force, stiffness of tendon and web reinforcement are chosen as parameters. It is discussed how prestressing force and mechanical properties of reinforcement influence the shear strength as well as the shear force components in the shear resisting behavior.

Original languageEnglish
Pages (from-to)425-430
Number of pages6
JournalTransactions of the Japan Concrete Institute
Volume16
Publication statusPublished - 1994 Dec 1
Externally publishedYes

Fingerprint

Prestressing
Prestressed concrete
Reinforcement
Tendons
Shear strength
Stiffness
Finite element method
Mechanical properties

ASJC Scopus subject areas

  • Building and Construction

Cite this

Analytical evaluation of shear resisting behavior of prestressed concrete beams reinforced with FRP rods. / Sato, Yasuhiko; Ueda, Tamon; Kakuta, Yoshio.

In: Transactions of the Japan Concrete Institute, Vol. 16, 01.12.1994, p. 425-430.

Research output: Contribution to journalArticle

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