Browsing MS Theses - DO NOT EDIT by Author "Chao, Shih-Ho"
Now showing items 1-11 of 11
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A Standard Tensile Testing Procedure for Fiber-reinforced Concrete (FRC) and Ultra-high-performance Fiber-reinforced Concrete (UHP-FRC) based on Double Punch Test (DPT)
Tuladhar, Shuveksha (2018-01-11)Current test methods such as ASTM 1609, ASTM 1550 and direct tensile test are used for evaluating the mechanical properties of Fiber Reinforced Concrete (FRC) and to determine the quality of mixture in design and construction ... -
Applications of Ultra-High Performance Fiber-Reinforced Concrete on Flexural Structural and Architectural Members
Kaka, Venkatesh Babu; 0000-0003-1905-4626 (2017-06-14)This thesis presents the test results of a study on flexural and shear behavior of Ultra-High-Performance Fiber-Reinforced concrete (UHP-FRC) beams, reinforced with Grade 60 steel (ASTM A615/A615M), Grade 100 steel (ASTM ... -
COMPARATIVE MECHANICAL PROPERTY EVALUATION OF ULTRA-HIGH-PERFORMANCE CONCRETE REINFORCED WITH HIGH-STRENGTH STEEL STRAIGHT AND HOOKED FIBERS
Singh, Sujan Kumar (2023-08-15)This study investigates the tensile properties and ductility of ultra-high-performance concrete (UHPC) reinforced with high-strength steel hooked fibers with a tensile strength of 445 ksi (3,070 MPa) and compares its tensile ... -
The Effect Of Fiber Corrosion On Shear Capacity Of Steel Fiber Reinforced Concrete Beams And An Initial Investigation On Alkali-silica Reaction In Steel Fiber Reinforced Concrete
Waweru, Regina Nyambura (Civil & Environmental Engineering, 2011-10-11)The first part of this research aims to investigate the effect of fiber corrosion on the shear capacity of Steel Fiber Reinforced Concrete beams. It will also strive to determine at what reduction in minimum diameter of ... -
Experimental Study On Seismic Performance Of Reinforced Concrete Coupling Beams And Rectangular Squat Walls With Innovative Reinforcement Configurations
Hajyalikhani, Poorya; 0000-0002-4550-1605 (2015-12-08)Reinforced concrete core walls, coupled by diagonally reinforced coupling beams (DCBs), are a very efficient seismic force resisting system for medium- to high-rise buildings. The diagonal reinforcing bars in DCBs are most ... -
FURTHER DEVELOPMENT OF ULTRA-HIGH-PERFORMANCE FIBER REINFORCED CONCRETE (UHP-FRC): 3D PRINTING, SIFCON, ALTERNATIVE FIBERS, SHRINKAGE CRACK CONTROL, HIGH TEMPERATURE, AND LIGHTWEIGHT
Acharya, Bhupendra Raj (2021-08-10)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 ... -
INVESTIGATION AND PROPOSED REMEDY OF VIBRATION PROBLEM IN INDUSTRIAL CRANE SYSTEM DUE TO HUMAN OPERATION
Lorance, Dustin C; 0000-0003-3982-2485A recent investigation of a crane system began when a facilities manager reported a runway beam under-going torsional vibration during operations. The investigation revealed the runway beam’s twisting was caused by resonance ... -
Performance Of Full-scale Ultra-high Performance Fiber-reinforced Concrete Column Subjected To Extreme Earthquake-type Loading And Effect Of Surface Preparation On The Cohesion And Friction Factors Of The AASHTO Interface Shear Equation
Palacios, GuillermoBuildings in areas of high seismicity may be subjected to large axial stresses as well as severe earthquake loading. In order to protect the integrity of these buildings, concrete columns must possess high compressive ... -
Performance Of Large Scale Steel Fiber Reinforced Concrete Deep Beam With Single Opening Under Monotonic Loading
Flores, Carlos (Civil & Environmental Engineering, 2009-09-16)The design of complex, discontinuous stress trajectory regions (D-regions) is complex in natureand cumbersome to design. The performance of a large scale steel fiber reinforced concrete (SFRC)deep beam with single opening ... -
Use Of Steel Fiber Reinforced Concrete In Structural Members With Highly Complex Stress Fields
Pareek, Tarun (Civil & Environmental Engineering, 2012-04-11)Reinforced concrete (RC) members with significant geometric discontinuities and complex stress distributions under loading require considerable analyses and usually complicated reinforcement detailing. RC members with large ... -
Use of Ultra-High-Performance Fiber-Reinforced Concrete (UHP-FRC) for Fast and Sustainable Repair of Pavement and a New Sustainable Structural Member with Ultra-High-Performance Fiber-Reinforced Concrete (UHP-FRC) and Fiber-Reinforced Polymer (FRP) Reinforcement
Karmacharya, Ashish; 0000-0001-7517-7693 (2019-05-22)The first part of this research presents a new methodology, which enables streets, roads, highways, bridges, and airfields to use an advanced fiber-reinforced concrete material, which can delay or prevent the deterioration ...