An Alternative Method for Determining Tensile Properties of Engineered Cementitious Composites

Benny Suryanto; Blair Cockburn; Han Ay Lie; William John McCarter

doi:10.1016/j.proeng.2017.01.378

An Alternative Method for Determining Tensile Properties of Engineered Cementitious Composites

Benny Suryanto, Blair Cockburn, Han Ay Lie, William John McCarter

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Abstract

The framework of a practical test method that can be used to provide indirect assessment of the tensile properties of ECC is presented. Particular emphasis is placed on providing the underlying concept, modelling strategy and constitutive relations underpinning the proposed framework. An analysis case study, examining the effect of tensile stress-strain profiles on the flexural response of an ECC beam, is presented to demonstrate the capability of the modelling approach. The results of further parametric analysis are also provided to establish equations that can be used for determining equivalent tensile properties of ECC based on a given set of flexural test data. A web portal is provided as a simple tool for practitioners and researchers involved in mix development and quality control testing.

Original language	English
Pages (from-to)	584-591
Number of pages	8
Journal	Procedia Engineering
Volume	171
Early online date	21 Feb 2017
DOIs	https://doi.org/10.1016/j.proeng.2017.01.378
Publication status	Published - 2017
Event	3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials - Denpasar, Bali, Indonesia Duration: 5 Sept 2016 → 7 Sept 2016

Keywords

ECC
Practical test
Tensile properties
Quality control
Virtual laboratory
Website

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10.1016/j.proeng.2017.01.378Licence: CC BY-NC-ND

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© 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
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title = "An Alternative Method for Determining Tensile Properties of Engineered Cementitious Composites",

abstract = "The framework of a practical test method that can be used to provide indirect assessment of the tensile properties of ECC is presented. Particular emphasis is placed on providing the underlying concept, modelling strategy and constitutive relations underpinning the proposed framework. An analysis case study, examining the effect of tensile stress-strain profiles on the flexural response of an ECC beam, is presented to demonstrate the capability of the modelling approach. The results of further parametric analysis are also provided to establish equations that can be used for determining equivalent tensile properties of ECC based on a given set of flexural test data. A web portal is provided as a simple tool for practitioners and researchers involved in mix development and quality control testing. ",

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doi = "10.1016/j.proeng.2017.01.378",

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journal = "Procedia Engineering",

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note = "3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials, SCESCM 2016 ; Conference date: 05-09-2016 Through 07-09-2016",

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AU - Suryanto, Benny

AU - Cockburn, Blair

AU - Lie, Han Ay

AU - McCarter, William John

PY - 2017

Y1 - 2017

N2 - The framework of a practical test method that can be used to provide indirect assessment of the tensile properties of ECC is presented. Particular emphasis is placed on providing the underlying concept, modelling strategy and constitutive relations underpinning the proposed framework. An analysis case study, examining the effect of tensile stress-strain profiles on the flexural response of an ECC beam, is presented to demonstrate the capability of the modelling approach. The results of further parametric analysis are also provided to establish equations that can be used for determining equivalent tensile properties of ECC based on a given set of flexural test data. A web portal is provided as a simple tool for practitioners and researchers involved in mix development and quality control testing.

AB - The framework of a practical test method that can be used to provide indirect assessment of the tensile properties of ECC is presented. Particular emphasis is placed on providing the underlying concept, modelling strategy and constitutive relations underpinning the proposed framework. An analysis case study, examining the effect of tensile stress-strain profiles on the flexural response of an ECC beam, is presented to demonstrate the capability of the modelling approach. The results of further parametric analysis are also provided to establish equations that can be used for determining equivalent tensile properties of ECC based on a given set of flexural test data. A web portal is provided as a simple tool for practitioners and researchers involved in mix development and quality control testing.

KW - ECC

KW - Practical test

KW - Tensile properties

KW - Quality control

KW - Virtual laboratory

KW - Website

U2 - 10.1016/j.proeng.2017.01.378

DO - 10.1016/j.proeng.2017.01.378

M3 - Article

SN - 1877-7058

VL - 171

SP - 584

EP - 591

JO - Procedia Engineering

JF - Procedia Engineering

T2 - 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials

Y2 - 5 September 2016 through 7 September 2016

ER -

An Alternative Method for Determining Tensile Properties of Engineered Cementitious Composites

Abstract

Keywords

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