Published 1995 | Version v1
Book

Pull-out test of stud bolts embedded in concrete under an in-plane force

  • 1. Shimizu Corp., Tokyo (Japan)
  • 2. Tokyo Inst. of Tech. (Japan)
  • 3. Nuclear Power Engineering Corp., Tokyo (Japan)

Description

There are many steel plates with stud bolts embedded in the R C walls of a nuclear reactor building to support equipment and piping. Under a earthquake, the steel plates are submitted to an out-of-plane force due to the inertia force acting upon equipment and piping. Furthermore, the walls are submitted to an in-plane force, and cracks may occur. A large number of experimental studies have been carried out on the pull-out strength of stud bolts embedded in concrete. Few studies have been performed to understand the strength of stud bolts embedded in concrete under an in-plane force and, further, not any one on the strength for concrete under in-plane force simultaneously to stud bolts under out-of-plane force. This paper describes a test performed to understand the pull-out strength determined by this interaction of in-plane and out-of-plane forces. (author). 5 refs., 9 figs., 5 tabs

Part of:
Transactions of the 13. International conference on structural mechanics in reactor technology. v. 4

Additional details

Publishing Information

Publisher
Editora da Universidade Federal do Rio Grande do Sul.
Imprint Place
Porto Alegre, RS (Brazil)
ISBN
85-7025-351-6
Imprint Title
Transactions of the 13. International conference on structural mechanics in reactor technology. v. 4
Imprint Pagination
860 p.
Journal Page Range
p. 57-62.

Conference

Title
13. International conference on structural mechanics in reactor technology.
Dates
13-18 Aug 1995.
Place
Porto Alegre, RS (Brazil).

Optional Information

Notes
Imprint:Conference organized by the International Association for Structural Mechanis in Reactor Technology and Universidade Federal do Rio Grande do Sul.