Browsing Theses by Supervisor "West, Jeffrey"
Now showing items 1-12 of 12
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Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar
(University of Waterloo, 2016-08-31)Extensive research has been conducted on strengthening of shear-critical reinforced concrete (RC) beams, particularly using fiber reinforced polymer (FRP) strengthening systems. This previous research has helped to better ... -
Bond of Corroded Reinforcement in Partial Depth Repairs in Reinforced Concrete Elements
(University of Waterloo, 2017-08-29)The bond in a reinforcement concrete (RC) structure is represented by the force transfer between the reinforcing bar and the surrounding concrete. All the RC structures are designed to have a perfect bond between the ... -
Construction Scene Point Cloud Acquisition, Object Finding and Clutter Removal in Real Time
(University of Waterloo, 2017-08-15)Within industrial construction, piping can constitute up to 50% of the cost of a typical project. It has been shown that across the activities involved in pipe fabrication, pipe fitting has the highest impact on the critical ... -
Fatigue Behaviour of GFRP-Reinforced UHPC Closure Strips in Prefabricated Bridge Deck Applications
(University of Waterloo, 2016-09-01)Accelerated bridge construction techniques allow for bridges to be constructed or replaced more quickly in order to save commuter time and money. One of these techniques involved the use of prefabricated bridge deck panels, ... -
The Fatigue Behaviour of Welded and Bolted Shear Connectors in Composite Highway Bridges
(University of Waterloo, 2018-09-26)At present, many Canadian bridges are overdue for rehabilitation or replacement. In the case of steel-concrete composite bridges, the shear connection between the concrete deck and the steel girders is a vital element of ... -
The Fatigue Resistance of Headed Shear Stud Connectors in Steel-Precast Composite Girders
(University of Waterloo, 2017-01-20)Extensive research dating back to 1965 has been conducted on the fatigue performance of headed shear stud connectors in steel and cast-in-place composite girders. However, little research has been conducted specifically ... -
Framework for the Strategic Management of Dimensional Variability of Structures in Modular Construction
(University of Waterloo, 2016-09-01)Challenges in construction related to dimensional variability exist because producing components and assemblies that have perfect compliance to dimensions and geometry specified in a design is simply not feasible. The ... -
Long-term behaviour of GFRP prestressed concrete beams
(University of Waterloo, 2015-11-12)During the last two decades, fibre-reinforced polymer (FRP) composites have emerged as prom-ising materials that can be used in lieu of steel for reinforcing concrete structures due to their corrosion-resistant properties, ... -
Risk-Based Decision Support Framework for Managing Excessive Geometric Variability Issues in Modular Construction
(University of Waterloo, 2019-03-15)Managing and controlling excessive dimensional and geometrical variability (i.e., tolerances) of modular components and assemblies during the fabrication, transportation, and erection phases, represents a major issue in ... -
The Static and Fatigue Behaviour of Through-Bolt Shear Connectors in Steel-Precast Composite Bridge Girders
(University of Waterloo, 2018-01-22)Increasing demand for the rapid and economically efficient construction of bridges has encouraged engineers to employ the use of accelerated bridge construction through modular assembly. The replacement of vehicular bridges ... -
Tensile-Flexural Behaviour of Carbon-Fibre Reinforced Polymer (CFRP) Prestressing Tendons Subjected to Harped Profiles
(University of Waterloo, 2016-09-15)External post-tensioning can provide an effective structural reinforcement system for the design of new concrete structures and for the strengthening of existing structures. In most cases, the structural effectiveness of ... -
Towards a comprehensive framework for foam concrete mix design
(University of Waterloo, 2020-01-23)Foam concrete is a low-density, highly workable cementitious material, created by blending a fine-aggregate paste with a foaming agent. Properties of foam concrete suggest potential for commercial exploitation of the ...