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.
|Number of pages||6|
|Journal||Transactions of the Japan Concrete Institute|
|Publication status||Published - 1994 Dec 1|
ASJC Scopus subject areas
- Building and Construction