Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression

A Master of Science thesis in Civil Engineering by Sadiq Duraid Al Bayati entitled, “Behavior of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression”, submitted in June 2025. Thesis advisor is Dr. Sami Tabsh. Soft copy is available (Thesis, Completion Certificate...

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Main Author: Al Bayati, Sadiq Duraid (author)
Format: doctoralThesis
Published: 2025
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Online Access:https://hdl.handle.net/11073/26303
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author Al Bayati, Sadiq Duraid
author_facet Al Bayati, Sadiq Duraid
author_role author
dc.contributor.none.fl_str_mv Tabsh, Sami
dc.creator.none.fl_str_mv Al Bayati, Sadiq Duraid
dc.date.none.fl_str_mv 2025-09-04T09:34:46Z
2025-09-04T09:34:46Z
2025-06
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv 35.232-2025.21
https://hdl.handle.net/11073/26303
dc.language.none.fl_str_mv en_US
dc.relation.none.fl_str_mv Master of Science in Civil Engineering (MSCE)
dc.subject.none.fl_str_mv PET
Voids
Reinforced Concrete
Columns
Axial Load
Sustainability
dc.title.none.fl_str_mv Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression
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 Sadiq Duraid Al Bayati entitled, “Behavior of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression”, submitted in June 2025. Thesis advisor is Dr. Sami Tabsh. Soft copy is available (Thesis, Completion Certificate, Approval Signatures, and AUS Archives Consent Form).
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id aus_5b9213e19ebfd92731af8e3882c4b626
identifier_str_mv 35.232-2025.21
language_invalid_str_mv en_US
network_acronym_str aus
network_name_str aus
oai_identifier_str oai:repository.aus.edu:11073/26303
publishDate 2025
repository.mail.fl_str_mv
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spelling Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial CompressionAl Bayati, Sadiq DuraidPETVoidsReinforced ConcreteColumnsAxial LoadSustainabilityA Master of Science thesis in Civil Engineering by Sadiq Duraid Al Bayati entitled, “Behavior of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression”, submitted in June 2025. Thesis advisor is Dr. Sami Tabsh. Soft copy is available (Thesis, Completion Certificate, Approval Signatures, and AUS Archives Consent Form).This research deals with the implementation of Polyethylene Terephthalate (PET) Bottles as void makers in reinforced concrete columns under purely axial compression. Utilization of PET bottles in reinforced concrete structures reduces the amount of concrete used. Moreover, for the same amount of concrete used in a solid and equivalent voided column, the voided column will have greater flexural capacity than the solid one due to the increased moment arm of the steel reinforcement. This proposed construction scheme greatly reduces the pollution that comes with the disposal of PET bottles and amount of concrete. The experimental component of the study consists of testing 16 reinforced concrete columns divided into two groups. One group contained eight 9m long columns having small cross-sections (200mm² solid and 220mm² voided) and another group contained eight 1.1m long columns having large cross-sections (250mm² solid and 350mm² voided). The diameter of the void within the small cross-section group was 100mm while the diameter of the void within the large cross-section group was 265mm. Each category contains 4 solid columns and 4 corresponding voided columns having the same amount of concrete and steel. The experimental program considers variations in the size of the longitudinal steel reinforcement, tie spacing, and concrete compressive strength. The tests are conducted using a UTM machine under displacement-controlled loading condition with help of strain gauges and LVDTs. Analysis of the test results showed that the small columns were slightly impacted by the presence of the void, as the ultimate capacity was reduced by 9%, initial stiffness by 14%, ductility by 20%, and residual strength by 1%. With regards to the large columns, the presence of the void significantly affected structural performance by reducing the ultimate capacity by 24%, initial stiffness by 34%, and ductility by 26%, although the residual strength was increased by 5%. Modelling and analysis by the finite element software ABAQUS showed good agreement with the experimental results. In general, findings from the study demonstrated that reinforced concrete columns containing small voids made with PET bottles that do not take more than 50% of the core can perform fairly well under the action of pure axial compressive loads.College of EngineeringDepartment of Civil EngineeringMaster of Science in Civil Engineering (MSCE)Tabsh, Sami2025-09-04T09:34:46Z2025-09-04T09:34:46Z2025-06info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdf35.232-2025.21https://hdl.handle.net/11073/26303en_USMaster of Science in Civil Engineering (MSCE)oai:repository.aus.edu:11073/263032025-09-04T12:02:05Z
spellingShingle Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression
Al Bayati, Sadiq Duraid
PET
Voids
Reinforced Concrete
Columns
Axial Load
Sustainability
status_str publishedVersion
title Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression
title_full Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression
title_fullStr Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression
title_full_unstemmed Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression
title_short Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression
title_sort Behavior Of Reinforced Concrete Columns Embedded with PET Bottles Under Concentric Axial Compression
topic PET
Voids
Reinforced Concrete
Columns
Axial Load
Sustainability
url https://hdl.handle.net/11073/26303