Published 1987 | Version v1
Book Metadata-only

Experimental study of rebar lap splices at shear stress zone

Creators

  • 1. Kajima Construction Co. Ltd., Chofu, Tokyo (Japan). Inst. of Construction Technology
  • 2. Ohbayashi Corp., Tokyo (Japan). Technical Research Inst.

Description

Lap splice is considered the best method of jointing reinforcing deformed steel bars (rebars) in reinforced concrete members. Large shear walls are used in nuclear power plants. The purpose is to seize the influencing parameters on the structural characteristics of lap splice in shear wall. Authors have developed a test method by which lap spliced specimens at shear stress zones are subjected to tensile force at both ends. 19 specimens were tested and arranged for testing 7 parameters. (orig./HP)

Additional details

Publishing Information

Publisher
Balkema.
Imprint Place
Rotterdam (Netherlands)
ISBN
90-6191-769-7
Imprint Title
Transactions of the 9th international conference on structural mechanics in reactor technology. Vol. H
Imprint Pagination
639 p.
Journal Page Range
p. 505-510.

Conference

Title
9. biennial international conference on structural mechanics in reactor technology (SMIRT-9).
Dates
17-21 Aug 1987.
Place
Lausanne (Switzerland).

INIS

Country of Publication
Netherlands
Country of Input or Organization
Netherlands
INIS RN
19044365
Subject category
S36: MATERIALS SCIENCE;
Resource subtype / Literary indicator
Conference
Descriptors DEI
REINFORCED CONCRETE; SHEAR PROPERTIES; STRESSES
Descriptors DEC
BUILDING MATERIALS; COMPOSITE MATERIALS; CONCRETES; MATERIALS; MECHANICAL PROPERTIES; REINFORCED MATERIALS