Published 1985 | Version v1
Book Metadata-only

Some test results of the strength of the embedded plate and anchor bolts in concrete

Creators

  • 1. Kansai Electric Power Co., Inc., Osaka (Japan)
  • 2. Tokyo Univ. (Japan). Inst. of Industrial Science
  • 3. Mitsubishi Heavy Industries Ltd., Kobe (Japan). Kobe Shipbuilding and Engine Works

Description

We studied about the load transfer mechanism of the embedded plate and anchor bolts in concrete and the ultimate strength of the large size anchor bolt embedded in concrete. Then we got the following results: (1) By the tests, FEM analysis and literature survey, the improved column base formula is reasonable for estimate the load transfer mechanism for tensile, bending and combined load. (2) Through the pullout experimental performance of large size anchor bolts embedded in concrete, the tensile capacity is appropriately described by a formula applicable to express the pullout strength of any size of anchor bolt in concrete. (orig./HP)

Additional details

Publishing Information

Publisher
North-Holland.
Imprint Place
Amsterdam (Netherlands)
ISBN
0-444-86965-4
Imprint Title
Transactions of the 8th international conference on structural mechanics in reactor technology. Vol. K(b)
Imprint Pagination
543 p.
Journal Page Range
p. 453-458.

Conference

Title
8. international conference on structural mechanics in reactor technology (SMIRT-8).
Dates
19-23 Aug 1985.
Place
Brussels (Belgium).

INIS

Country of Publication
Netherlands
Country of Input or Organization
Netherlands
INIS RN
19078559
Subject category
S21: SPECIFIC NUCLEAR REACTORS AND ASSOCIATED PLANTS; S36: MATERIALS SCIENCE;
Resource subtype / Literary indicator
Conference
Descriptors DEI
CONCRETES; CONTAINMENT BUILDINGS; DYNAMIC LOADS; EARTHQUAKES; FASTENERS; FINITE ELEMENT METHOD; PLATES; SEISMIC EFFECTS; ULTIMATE STRENGTH
Descriptors DEC
BUILDING MATERIALS; BUILDINGS; CONTAINMENT; MATERIALS; MECHANICAL PROPERTIES; NUMERICAL SOLUTION

Optional Information

Secondary number(s)
EUR--10001-DE/EN/FR.