FURTHER DEVELOPMENT OF ULTRA-HIGH-PERFORMANCE FIBER REINFORCED CONCRETE (UHP-FRC): 3D PRINTING, SIFCON, ALTERNATIVE FIBERS, SHRINKAGE CRACK CONTROL, HIGH TEMPERATURE, AND LIGHTWEIGHT

Author

Bhupendra Raj Acharya

Graduation Semester and Year

2021

Language

English

Document Type

Thesis

Degree Name

Master of Science in Civil Engineering

Department

Civil Engineering

First Advisor

Shih-Ho Chao

Abstract

Introduction of artificial intelligence (AI) and machine learning in manufacturing industry also in every service industry, decreasing conventional skilled workforce and stagnated construction industry, probability and past statistics of the accident at the construction sites and difficulty in quality control has led the researchers to think of the solution and alternatives of the conventional construction. A new construction paradigm, known as 3-D concrete printing or additive manufacturing of concrete (AMC) provides such a solution. This research focuses on a preliminary study in 3d printed ultra-high-performance fiber-reinforced concrete (UHP-FRC) and, has developed a novel mix that has balanced extrude-ability and buildability. In addition to this, to get an idea of highest possible mechanical properties of fiber reinforced concrete, ultra-high-performance slurry infiltrated fiber-reinforced concrete (UHP-SIFCON) has developed. The developed UHP-SIFCON can exhibit very high compressive strength more than 33 ksi for an equivalent compressive strain of 8% and high tensile strength of 2.34 ksi for an equivalent tensile strain of 1.07 %. The study further investigates the performance of UHP-FRC with different types of fiber for direct tensile loading. Furthermore, the study examines early age shrinkage cracking and its mitigation measures. The use of UHF-FRC has been observed more severe failure in elevated temperature. So this study examines the performance of UHP-FRC at high temperatures and investigates the mitigation measures. At last, the study investigates reducing the unit weight of existing UHP-FRC and develops Lightweight high strength concrete with weight 60-70% of the weight of conventional UHP-FRC having 28 days compressive strength comparable to normal weight concrete. Any reduced weight can significantly reduce the design and construction work in other structural members such as columns, beams, and foundations. For buildings in high seismic areas, the reduced self-weight can lead to much smaller inertial forces thereby potentially reducing the damage induced by earthquakes.

Keywords

Ultra-high-performance fiber reinforced concrete (uhp-frc), 3d printing, Sifcon, Alternative fibers, Shrinkage crack control, High temperature, Lightweight concrete

Disciplines

Civil and Environmental Engineering | Civil Engineering | Engineering

License

This work is licensed under a Creative Commons Attribution-NonCommercial-Share Alike 4.0 International License.

Comments

Degree granted by The University of Texas at Arlington

Recommended Citation

Acharya, Bhupendra Raj, "FURTHER DEVELOPMENT OF ULTRA-HIGH-PERFORMANCE FIBER REINFORCED CONCRETE (UHP-FRC): 3D PRINTING, SIFCON, ALTERNATIVE FIBERS, SHRINKAGE CRACK CONTROL, HIGH TEMPERATURE, AND LIGHTWEIGHT" (2021). Civil Engineering Theses. 431.
https://mavmatrix.uta.edu/civilengineering_theses/431