Universiti Teknologi Malaysia Institutional Repository

Tensile performance of grouted splice connectors in precast concrete structures

Ling, Jen Hua and Abd. Rahman, Ahmad Baharuddin and Ibrahim, Izni Syahrizal (2010) Tensile performance of grouted splice connectors in precast concrete structures. Precast Concrete Elements, Volume 5/2010, Trade Journals for Concrete Industry, Cologne, Germany. (5). pp. 160-166.

Full text not available from this repository.

Official URL: http://dms.library.utm.my:8080/vital/access/manage...


This paper presents the test results of twelve grouted splice connectors, made from standard sized steel sections and tested under incremental tensile load to failure. Their configurations were varied to compare their effects on tensile performance. The specimens were evaluated based on load-displacement relationships, ultimate capacities, maximum displacement at failure and ductility ratio. It is recognized from the failure modes that grout-rebar bond, grout-sleeve bond, tensile capacity of sleeve and tensile capacity of the spliced steel bars are the factors that govern the capacity of the splice connector and which should be taken into account during future developments of grout splice connectors.

Item Type:Article
Uncontrolled Keywords:grouted splice connectors, incremental tensile, ductility ratio
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:26003
Deposited By: Narimah Nawil
Deposited On:21 Jun 2012 15:17
Last Modified:30 Nov 2018 14:22

Repository Staff Only: item control page