Structural Performance Of 3D Printed Concrete Load Bearing Walls

A Master of Science thesis in Civil Engineering by Arafat Abdulrahman Mohammed entitled, “Structural Performance Of 3D Printed Concrete Load Bearing Walls”, submitted in June 2024. Thesis advisor is Dr. Adil Al-Tamimi. Soft copy is available (Thesis, Completion Certificate, Approval Signatures, and...

وصف كامل

محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Mohammed, Arafat Abdulrahman (author)
التنسيق: doctoralThesis
منشور في: 2024
الموضوعات:
الوصول للمادة أونلاين:https://hdl.handle.net/11073/25652
الوسوم: إضافة وسم
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author Mohammed, Arafat Abdulrahman
author_facet Mohammed, Arafat Abdulrahman
author_role author
dc.contributor.none.fl_str_mv Al-Tamimi, Adil
dc.creator.none.fl_str_mv Mohammed, Arafat Abdulrahman
dc.date.none.fl_str_mv 2024-10-08T06:49:45Z
2024-10-08T06:49:45Z
2024-06
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv 35.232-2024.41
https://hdl.handle.net/11073/25652
dc.language.none.fl_str_mv en_US
dc.subject.none.fl_str_mv 3D concrete printing ( 3DCP )
Digital construction
Composite materials
Concrete rheology
Mechanical testing
Structural performance
Failure mode
Cracks pattern
Solid load-bearing wall (SLBW)
Gaped load-bearing wall (GLBW)
dc.title.none.fl_str_mv Structural Performance Of 3D Printed Concrete Load Bearing Walls
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 Arafat Abdulrahman Mohammed entitled, “Structural Performance Of 3D Printed Concrete Load Bearing Walls”, submitted in June 2024. Thesis advisor is Dr. Adil Al-Tamimi. Soft copy is available (Thesis, Completion Certificate, Approval Signatures, and AUS Archives Consent Form).
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network_acronym_str aus
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oai_identifier_str oai:repository.aus.edu:11073/25652
publishDate 2024
repository.mail.fl_str_mv
repository.name.fl_str_mv
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spelling Structural Performance Of 3D Printed Concrete Load Bearing WallsMohammed, Arafat Abdulrahman3D concrete printing ( 3DCP )Digital constructionComposite materialsConcrete rheologyMechanical testingStructural performanceFailure modeCracks patternSolid load-bearing wall (SLBW)Gaped load-bearing wall (GLBW)A Master of Science thesis in Civil Engineering by Arafat Abdulrahman Mohammed entitled, “Structural Performance Of 3D Printed Concrete Load Bearing Walls”, submitted in June 2024. Thesis advisor is Dr. Adil Al-Tamimi. Soft copy is available (Thesis, Completion Certificate, Approval Signatures, and AUS Archives Consent Form).Modern construction techniques have evolved in recent years with the introduction of 3D Concrete Printing (3DCP) technology. This innovative digital construction approach offers rapid, cost-effective, and sustainability solutions. The 3DCP walls used as load-bearing walls are an essential component and the primary section of the 3D printed constructions. Therefore, this study investigates the behavior of large-scale 3DCP walls under axial loading to evaluate their load-bearing capacity. The used mix consists of optimized materials, including glass fibers (GF) for reinforcement, enhancing mechanical properties, and crack resistance. Rheological testing ensured the mix’s quality and efficiency, assessing properties like extrudability, flowability, and buildability. Mechanical tests confirmed the mix as high-strength concrete with an 85 MPa compressive strength. Uniform axial compression loading tests were conducted to analyze the structural behavior, deformation, and crack patterns of 3DCP load-bearing walls with different cross-section configurations. The walls were categorized into two types: gapped walls, which include GLBW-3T (three-truss gapped wall), GLBW-4T (four-truss gapped wall), and GLBW-5T (five-truss gapped wall), and a solid wall, SLBW, which is a fully solid section designed to achieve maximum load-bearing capacity. In this study, materials consumption was a key factor in identifying the optimal and economical structural efficiency. The SLBW exhibited the highest resistance to cracking with a crack load-to-volume ratio of 4.02 N/cm³. Conversely, GLBW-3T and GLBW-5T, both featuring gapped sections with varying truss configurations, showed similar efficiency with crack load-to-volume ratios of 3.12 N/cm³ and 3.04 N/cm³, respectively. GLBW-4T demonstrated the least efficient performance, with a crack load-to-volume ratio of 2.48 N/cm³. Moreover, the crack pattern intensity and structural stability were highest in the SLBW, followed by the GLBW-3T, while, the GLBW-5T performed the least favorably. This study underscores the superior structural performance and material efficiency of the GLBW-3T configuration, achieving an optimal balance of material use and structural integrity.College of EngineeringDepartment of Civil EngineeringMaster of Science in Civil Engineering (MSCE)Al-Tamimi, Adil2024-10-08T06:49:45Z2024-10-08T06:49:45Z2024-06info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdf35.232-2024.41https://hdl.handle.net/11073/25652en_USoai:repository.aus.edu:11073/256522025-06-26T12:34:26Z
spellingShingle Structural Performance Of 3D Printed Concrete Load Bearing Walls
Mohammed, Arafat Abdulrahman
3D concrete printing ( 3DCP )
Digital construction
Composite materials
Concrete rheology
Mechanical testing
Structural performance
Failure mode
Cracks pattern
Solid load-bearing wall (SLBW)
Gaped load-bearing wall (GLBW)
status_str publishedVersion
title Structural Performance Of 3D Printed Concrete Load Bearing Walls
title_full Structural Performance Of 3D Printed Concrete Load Bearing Walls
title_fullStr Structural Performance Of 3D Printed Concrete Load Bearing Walls
title_full_unstemmed Structural Performance Of 3D Printed Concrete Load Bearing Walls
title_short Structural Performance Of 3D Printed Concrete Load Bearing Walls
title_sort Structural Performance Of 3D Printed Concrete Load Bearing Walls
topic 3D concrete printing ( 3DCP )
Digital construction
Composite materials
Concrete rheology
Mechanical testing
Structural performance
Failure mode
Cracks pattern
Solid load-bearing wall (SLBW)
Gaped load-bearing wall (GLBW)
url https://hdl.handle.net/11073/25652