PROCEEDINGS OF TUNNEL ENGINEERING, JSCE
Online ISSN : 1884-9091
ISSN-L : 1345-0832
STUDY ON DESIGN SECTIONAL FORCE CAPACITY OF SFRC TUNNEL LININGS
Makoto KITOMamoru MINEMOTOYuzo KAJIWARASigeru MATUOKA
Author information
JOURNALS FREE ACCESS

1994 Volume 4 Pages 109-116

Details
Abstract

With steel fiber reinforced concrete (SFRC), it was seen that the sectional force capacity becomes larger than that of plain concrete, and that the force capacity differs depending on factors such as the shape and content of steel fibers, because the tensile stress is transmitted throuh the steel fibers intersecting the crack surface even after cracking has developed.
However there are almost no methods to calculate the sectional force capacity, with consideration of the tensile stress transmitted through the steel fibers, and there are few examples of applying steel fiber reinforced concrete to structural members.
Therefore in this paper a method to calculate the sectional force capacity in steel fiber reinforced concrete is proposed based on fracture mechanics.

Information related to the author
© by Japan Society of Civil Engineers
Previous article Next article
feedback
Top