Work

Bond Stress-slip Characteristics of Reinforcing Bars in Grout-filled Coupling Steel Sleeves

Year: 1994

Type: article

Abstract: Effects of variables, such as development length of reinforcing bars, kinds and compressive strength of grout, etc., on bond stress-slip relations of reinforcing bars in splices having grout-filled coupling sleeves of electric resistance welded steel tubes. Following main conclusions are obtained. (1) In pre-yield regions of reinforcing bars in splices with the same grout, the bond stress-slip relations which are considered to be almost similar are obtained. (2) Assumption of different constant bond stress in both pre- and post-yield regions of reinforcing bars in the splices leads equations to estimate practically both load capacities and failure modes of the splices.

Source: Journal of Structural and Construction Engineering (Transactions of AIJ)

DOI: 10.3130/aijs.59.131_3

Authors: Yoshihisa HAYASHI, Ryohei SHIMIZU, Tadashi NAKATSUKA, Kazuo SUZUKI

Institutions: Okumura (Japan), The University of Osaka

Language: English

Topic: Structural Behavior of Reinforced Concrete

Subfield: Building and Construction

Field: Engineering

Domain: Physical Sciences

SDG: Industry, innovation and infrastructure

Open Access status: bronze

OpenAlex ID: W2582650147

FWCI: 3.488

Cites:

Cited by: 15

Related to: 10