Investigation of Fresh and Hardened Properties of 3D Printable Concrete Containing Ozone-Modified Carbon-Fiber (2024-11)¶
, Akarsu Özenç Aliye, Saka Dinç Zaide, , Eren Semiha
Journal Article - Journal of Sustainable Cement-Based Materials, pp. 1-15
Abstract
In this study, the effect of using carbon fiber surface modified with ozone on the fresh-hardened state properties, high temperature resistance and rheological properties of 3D printable concrete (3DPC) was investigated. A total of 7 different 3DPC were prepared by adding modified and unmodified carbon fibers to the mixture at different ratios. Fiber surface modification was characterized by XPS analysis. The modification process improves the fiber/matrix adherence of 3DPC mixtures, resulting in an increase in compressive strength. The flexural strength of the mixtures increases with fiber modification, regardless of the fiber utilization ratio. Dynamic yield stress and apparent viscosity values of the mixtures decreased with the increase in fiber utilization ratio τ3.p/τ2.p and Athix methods are more suitable for comparing the thixotropic properties of 3DPC mixtures with modified fibers suitable for comparing the thixotropic properties of 3DPC mixtures with modified fibers.
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24 References
- Alonso-Cañon Sara, Blanco-Fernandez Elena, Castro-Fresno Daniel, Yoris-Nobile Adrian et al. (2022-11)
Reinforcements in 3D Printing Concrete Structures - Bhattacherjee Shantanu, Basavaraj Anusha, Rahul Attupurathu, Santhanam Manu et al. (2021-06)
Sustainable Materials for 3D Concrete Printing - Biricik Öznur, Mardani Ali (2022-05)
Parameters Affecting Thixotropic Behavior of Self-Compacting Concrete and 3D Printable Concrete:
A State of the Art Review - Buswell Richard, Silva Wilson, Jones Scott, Dirrenberger Justin (2018-06)
3D Printing Using Concrete-Extrusion:
A Roadmap for Research - Ding Tao, Xiao Jianzhuang, Zou Shuai, Zhou Xinji (2020-08)
Anisotropic Behavior in Bending of 3D Printed Concrete Reinforced with Fibers - Hambach Manuel, Rutzen Matthias, Volkmer Dirk (2019-02)
Properties of 3D-Printed Fiber-Reinforced Portland Cement-Paste - Ma Guowei, Li Zhijian, Wang Li, Wang Fang et al. (2019-01)
Mechanical Anisotropy of Aligned Fiber-Reinforced Composite for Extrusion-Based 3D Printing - Moeini Mohammad, Hosseinpoor Masoud, Yahia Ammar (2020-05)
Effectiveness of the Rheometric Methods to Evaluate the Build-Up of Cementitious Mortars Used for 3D Printing - Moelich Gerrit, Kruger Jacques, Combrinck Riaan (2020-08)
Plastic Shrinkage Cracking in 3D Printed Concrete - Muthukrishnan Shravan, Ramakrishnan Sayanthan, Sanjayan Jay (2021-06)
Technologies for Improving Buildability in 3D Concrete Printing - Nematollahi Behzad, Vijay Praful, Sanjayan Jay, Nazari Ali et al. (2018-11)
Effect of Polypropylene Fiber Addition on Properties of Geopolymers Made by 3D Printing for Digital Construction - Ngo Tuan, Kashani Alireza, Imbalzano Gabriele, Nguyen Quynh et al. (2018-02)
Additive Manufacturing (3D Printing):
A Review of Materials, Methods, Applications and Challenges - Panda Biranchi, Paul Suvash, Tan Ming (2017-07)
Anisotropic Mechanical Performance of 3D Printed Fiber-Reinforced Sustainable Construction-Material - Rahul Attupurathu, Santhanam Manu (2020-02)
Evaluating the Printability of Concretes Containing Lightweight Coarse Aggregates - Şahin Hatice, Akgümüş Fatih, Mardani Ali (2024-08)
Mechanical and Rheological Properties of Fiber‐Reinforced 3D Printable Concrete in Terms of Fiber Content and Aspect Ratio - Şahin Hatice, Mardani Ali (2021-12)
Assessment of Materials, Design Parameters and Some Properties of 3D Printing Concrete Mixtures:
A State of the Art Review - Şahin Hatice, Mardani Ali (2023-10)
How Does Rheological Behavior Affect the Inter-Layer Bonding Strength of 3DPC Mixtures? - Şahin Hatice, Mardani Ali (2023-02)
Mechanical Properties, Durability Performance and Inter-Layer Adhesion of 3DPC Mixtures:
A State‐of‐the‐art Review - Şahin Hatice, Mardani Ali, Beytekin Hatice (2024-02)
Effect of Silica-Fume Utilization on Structural Build-Up, Mechanical and Dimensional Stability Performance of Fiber-Reinforced 3D Printable Concrete - Şahin Hatice, Temel Müge, Mardani Ali (2023-04)
Determination of Optimum VMA Utilization Dosage in Cementitious Systems:
In Terms of Rheological and Flowability Properties - Souza Marcelo, Ferreira Igor, Moraes Elisângela, Senff Luciano et al. (2020-09)
3D Printed Concrete for Large-Scale Buildings:
An Overview of Rheology, Printing Parameters, Chemical Admixtures, Reinforcements, and Economic and Environmental Prospects - Ting Guan, Tay Yi, Qian Ye, Tan Ming (2019-03)
Utilization of Recycled Glass for 3D Concrete Printing:
Rheological and Mechanical Properties - Zhang Yi, Jiang Zhengwu, Zhu Yanmei, Zhang Jie et al. (2020-10)
Effects of Redispersible Polymer-Powders on the Structural Build-Up of 3D Printing Cement Paste with and without Hydroxypropyl-Methylcellulose - Zhu Binrong, Pan Jinlong, Nematollahi Behzad, Zhou Zhenxin et al. (2019-07)
Development of 3D Printable Engineered Cementitious Composites with Ultra-High Tensile Ductility for Digital Construction
BibTeX
@article{sahi_akar_saka_mard.2024.IoFaHPo3PCCOMCF,
author = "Hatice Gizem Şahin and Aliye Akarsu Özenç and Zaide Saka Dinç and Ali Mardani and Semiha Eren",
title = "Investigation of Fresh and Hardened Properties of 3D Printable Concrete Containing Ozone-Modified Carbon-Fiber",
doi = "10.1080/21650373.2024.2432008",
year = "2024",
journal = "Journal of Sustainable Cement-Based Materials",
pages = "1--15",
}
Formatted Citation
H. G. Şahin, A. A. Özenç, Z. S. Dinç, A. Mardani and S. Eren, “Investigation of Fresh and Hardened Properties of 3D Printable Concrete Containing Ozone-Modified Carbon-Fiber”, Journal of Sustainable Cement-Based Materials, pp. 1–15, 2024, doi: 10.1080/21650373.2024.2432008.
Şahin, Hatice Gizem, Aliye Akarsu Özenç, Zaide Saka Dinç, Ali Mardani, and Semiha Eren. “Investigation of Fresh and Hardened Properties of 3D Printable Concrete Containing Ozone-Modified Carbon-Fiber”. Journal of Sustainable Cement-Based Materials, 2024, 1–15. https://doi.org/10.1080/21650373.2024.2432008.