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Shear Behaviour of Engineered Cement-based Composites

Thesis (MScEng (Civil Engineering)--University of Stellenbosch, 2006.

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Bibliographic Details
Main Author: Shang, Qinjiang
Other Authors: Van Zijl, G. P. A. G.
Format: Thesis
Language:English
Published: Stellenbosch : University of Stellenbosch 2008
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access_status_str Open Access
author Shang, Qinjiang
author2 Van Zijl, G. P. A. G.
author_browse Shang, Qinjiang
Van Zijl, G. P. A. G.
author_facet Van Zijl, G. P. A. G.
Shang, Qinjiang
author_sort Shang, Qinjiang
collection Thesis
dc_rights_str_mv University of Stellenbosch
description Thesis (MScEng (Civil Engineering)--University of Stellenbosch, 2006.
format Thesis
id oai:scholar.sun.ac.za:10019.1/1885
institution Stellenbosch University (South Africa)
language English
last_indexed 2026-06-10T12:41:00.180Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from SUNScholar — Stellenbosch University Repository
publishDate 2008
publishDateRange 2008
publishDateSort 2008
publisher Stellenbosch : University of Stellenbosch
publisherStr Stellenbosch : University of Stellenbosch
record_format dspace
source_str SUNScholar — Stellenbosch University Repository
spelling oai:scholar.sun.ac.za:10019.1/1885 Shear Behaviour of Engineered Cement-based Composites Shang, Qinjiang Van Zijl, G. P. A. G. University of Stellenbosch. Faculty of Engineering. Dept. of Civil Engineering. Theses -- Civil engineering Dissertations -- Civil engineering Shear (Mechanics) Fiber-reinforced concrete Cement composites Civil engineering Thesis (MScEng (Civil Engineering)--University of Stellenbosch, 2006. Some experiments utilizing the shear capacity of Engineered Cement-based Composites (ECC) have suggested that elimination of shear reinforcement is feasible when the concrete matrix is replaced by ECC. However, actual application and more rigorous cost analysis are prevented by the fact that the shear stress and strain properties of ECC have not yet been characterized as accurately as the tensile properties. This study focuses on the investigation of the shear property of ECC. The study starts with a survey and comparison of existing shear tests for composite materials. The Iosipescu shear test concept is chosen as the most objective method for ECC, and subsequently, modified for specific application on ECC by simple analytical design and finite element refinement. The modified Iosipescu shear test method is applied on, four types of ECC specimens with different fibre content (0%, 1%, 2%, 2.5% by volume), which have been cast in specially designed moulds and cured in laboratory conditions. Three phases of shear measurements are used to check the shear test appropriateness and study the shear mechanical properties of ECC. The failure mode is verified in the first phase, detailed measurement of the shear strain and shear stress is performed and recorded in the second phase, and in the third phase more information about the ductility of diagonal cracking is obtained by measurement of the tensile principal deformation. By also conducting direct tensile tests on specimens of the exact same mix, information of both uniaxial tension and shear behaviour is available, from which elastic and shear moduli, as well as Poisson’s ratio of ECC are computed. A first step toward application of this knowledge of the shear behaviour of ECC is taken by studying the response of shear-dominated beams and beam-columns of reinforced concrete and reinforced concrete combined with ECC as the outer crusts. These beams were prepared and tested by other members of the research group of the Division for Structural Engineering of the University of Stellenbosch. It is shown that ECC can indeed successfully replace shear reinforcing steel, due to its shear capacity. 2008-07-29T09:05:21Z 2010-06-01T08:35:39Z 2008-07-29T09:05:21Z 2010-06-01T08:35:39Z 2006-12 Thesis http://hdl.handle.net/10019.1/1885 en University of Stellenbosch application/pdf Stellenbosch : University of Stellenbosch
spellingShingle Theses -- Civil engineering
Dissertations -- Civil engineering
Shear (Mechanics)
Fiber-reinforced concrete
Cement composites
Civil engineering
Shang, Qinjiang
Shear Behaviour of Engineered Cement-based Composites
title Shear Behaviour of Engineered Cement-based Composites
title_full Shear Behaviour of Engineered Cement-based Composites
title_fullStr Shear Behaviour of Engineered Cement-based Composites
title_full_unstemmed Shear Behaviour of Engineered Cement-based Composites
title_short Shear Behaviour of Engineered Cement-based Composites
title_sort shear behaviour of engineered cement based composites
topic Theses -- Civil engineering
Dissertations -- Civil engineering
Shear (Mechanics)
Fiber-reinforced concrete
Cement composites
Civil engineering
url http://hdl.handle.net/10019.1/1885
work_keys_str_mv AT shangqinjiang shearbehaviourofengineeredcementbasedcomposites