The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)

A Master of Science thesis in Civil Engineering by Michel Obied entitled, "The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)," submitted in June 2013. Thesis advisor is Dr. Adel K. Al-Tamimi. Available are both soft and hard copies of...

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محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Obied, Michel (author)
التنسيق: doctoralThesis
منشور في: 2013
الموضوعات:
الوصول للمادة أونلاين:http://hdl.handle.net/11073/5905
الوسوم: إضافة وسم
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author Obied, Michel
author_facet Obied, Michel
author_role author
dc.contributor.none.fl_str_mv Tamimi, Adil
dc.creator.none.fl_str_mv Obied, Michel
dc.date.none.fl_str_mv 2013-09-11T07:52:02Z
2013-09-11T07:52:02Z
2013-06
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv 35.232-2013.32
http://hdl.handle.net/11073/5905
dc.language.none.fl_str_mv en_US
dc.subject.none.fl_str_mv engineered cementitious composites,
aggregates
mechanical performance
interface
bond
matrix toughness
fibers
ultra-fine fly ash
Cement composites
United Arab Emirates
dc.title.none.fl_str_mv The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)
dc.type.none.fl_str_mv info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/doctoralThesis
description A Master of Science thesis in Civil Engineering by Michel Obied entitled, "The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)," submitted in June 2013. Thesis advisor is Dr. Adel K. Al-Tamimi. Available are both soft and hard copies of the thesis.
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network_acronym_str aus
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oai_identifier_str oai:repository.aus.edu:11073/5905
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repository.mail.fl_str_mv
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spelling The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)Obied, Michelengineered cementitious composites,aggregatesmechanical performanceinterfacebondmatrix toughnessfibersultra-fine fly ashCement compositesUnited Arab EmiratesA Master of Science thesis in Civil Engineering by Michel Obied entitled, "The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)," submitted in June 2013. Thesis advisor is Dr. Adel K. Al-Tamimi. Available are both soft and hard copies of the thesis.Engineered Cementitous Composites (ECC) are a class of ultra-ductile fiber reinforced cementitious composites characterized by a strain hardening behavior and a high strain capacity when subjected to tensile loading. ECC integrates micromechanical models and fracture mechanics principles in the design concept which makes it an engineered material. These features promote ECC as a promising material for a wide range of applications which include repair of structures, and resistance to seismic activity, impacts, and blasts. However the high initial cost of the material which is three times the cost of conventional concrete hinders the widespread use of ECC. Also, the high carbon footprint and the high cement volume can be a potential problem for the environment. Therefore this research sought to reduce the cement volume by producing ECC with aggregates and producing it at an Aggregate to Binder ratio of 0.8. This means the new non-standard ECC has twice as much aggregate as can be found in standard ECC. ECC with aggregates is expected to perform better than standard ECC in terms of drying shrinkage, creep, workability, strength, and cost, while still preserving all the good mechanical performance of standard ECC. There is however a decrease in strain capacity from 5% to 2%. Other researchers also faced this decrease in strain capacity when investigating ECC with aggregates. Yet, this research provides an even better version of ECC with aggregates which has a compressive strength of about 82 MPa and a tensile strength of 8 MPa on average. Furthermore, the fiber / matrix interfacial bond (τ) was estimated to be around 1.4 MPa. The high estimated bond value was a result of using a special technique to increase the strength and the particle packing of the ECC matrix. Moreover, by using local materials available in the UAE, this research proved that aggregates in the UAE are suitable for making ECC. Finally, this research attempted to use Ultra-fine fly ash in order to regain strain capacity and to enhance the greenness and the workability of the material. Results of the current research will open the door into a vast range of research regarding ECC with aggregates.College of EngineeringDepartment of Civil EngineeringMaster of Science in Civil Engineering (MSCE)Tamimi, Adil2013-09-11T07:52:02Z2013-09-11T07:52:02Z2013-06info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdf35.232-2013.32http://hdl.handle.net/11073/5905en_USoai:repository.aus.edu:11073/59052025-06-26T12:13:36Z
spellingShingle The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)
Obied, Michel
engineered cementitious composites,
aggregates
mechanical performance
interface
bond
matrix toughness
fibers
ultra-fine fly ash
Cement composites
United Arab Emirates
status_str publishedVersion
title The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)
title_full The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)
title_fullStr The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)
title_full_unstemmed The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)
title_short The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)
title_sort The Effects of Local Aggregates on the Mechanical Properties of Engineered Cementitious Composites (ECC)
topic engineered cementitious composites,
aggregates
mechanical performance
interface
bond
matrix toughness
fibers
ultra-fine fly ash
Cement composites
United Arab Emirates
url http://hdl.handle.net/11073/5905