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Tensile performance of grouted splice connectors in precast concrete structures

Jen Hua, Ling 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.

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Official URL: http://www.cpi-worldwide.com/node/15975


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
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:26003
Deposited By: Mrs Liza Porijo
Deposited On:21 Jun 2012 07:17
Last Modified:08 Feb 2017 06:07

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