Search
Skip to Search Results- 3Lubell, Adam S.
- 1Al-Jaaidi, Abdullah G.
- 1Arachchilage, Chathuranga Balasooriya
- 1Arevalo, Sergio, I
- 1Bindiganavile, V.S.
- 1Delos Reyes, Ronald
- 13Graduate and Postdoctoral Studies (GPS), Faculty of
- 13Graduate and Postdoctoral Studies (GPS), Faculty of/Theses and Dissertations
- 4Civil and Environmental Engineering, Department of
- 4Civil and Environmental Engineering, Department of/Structural Engineering Reports
- 1WISEST Summer Research Program
- 1WISEST Summer Research Program/WISEST Research Posters
- 3Bindiganavile, Vivek (Civil and Environmental Engineering)
- 2Lubell, Adam (Civil and Environmental Engineering)
- 1Adeeb, Samer (Civil & Environmental Engineering)
- 1Al-Hussein, Mohamed (Civil and Environmental Engineering)
- 1Bindiganavile, Vivek (Civil & Environmental Engineering)
- 1Boluk, Yaman (Civil and Environmental Engineering)
-
Fall 2022
Embedded plates (embeds) are a common method of joining steel and concrete members in structures. Research at the University of Alberta emphasized the lack of consideration in the Canadian concrete design standard CSA A23.3:19 Annex D for the effect of reinforcement on anchorage capacity, as well...
-
Bond Performance between Lightweight Concrete with Crumb Rubber and Glass Fibre Reinforced Polymer Bar
DownloadFall 2017
For any reinforced concrete structure, the bond between concrete and the reinforcement bar is the most important parameter from structural standpoint. Notwithstanding numerous prior studies on describing this interaction for different reinforcing bars, not enough understanding exists for fibre...
-
Spring 2012
The present study has focused on the effects of Powdered Activated Carbon (PAC) in fly ash on the air-entraining admixture demand and consequent properties of concrete. An extensive laboratory test program was completed during this investigation. Three series of mixes were designed to evaluate...
-
Fall 2019
The most common detrimental processes that lead to reduction in durability in reinforced concrete elements are shrinkage, sulphate attack and chloride attack. Shrinkage is a dimensional instability chiefly caused by a loss of moisture in the hydrating cement paste. Soluble sulphate ions take part...
-
Fall 2010
This study assesses the suitability of four sectional shear methods for predicting the shear capacity of reinforced concrete members which do not comply with S6-06 Section 14 stirrup spacing and area requirements. The results of the evaluations indicate that the sectional shear provisions in...
-
Fall 2019
Precast concrete insulated wall panels (IWP) are thermally and structurally efficient systems commonly used in construction. Although their flexural performance has been studied extensively, there are limited studies on thermal bowing in IWP. Bowing causes unwanted deflections, stresses on the...
-
Feasibility Studies on Usage of Agro-Forestry-Based Ash as a Cement Replacement in Concrete
DownloadSpring 2015
This study is part of a joint Canada-India research program to effect sustainable construction. Alberta generates a significant amount of waste from agricultural- and forest-based industries. Similarly, India has lots of sugar cane bagasse waste. Researchers in both countries want to use these...
-
Fall 2017
Although significant progress in the modelling of the nonlinear response of reinforced - concrete (RC) structures at the element level has been achieved in the past decades, reliable and accurate analysis models at the system level for RC structures are scarce. Due to the complexity of elements...
-
Modelling Repair Techniques for Reinforced Concrete Bridge Barriers using Glass Fibre Reinforced Polymer Bars
DownloadSpring 2021
In an era where bridge deterioration due to corrosion has become evident and a pressing concern for future reinforced concrete bridge construction, glass fibre reinforced polymer (GFRP) reinforcement has emerged as a feasible alternative to steel due to its superior corrosion resistance. Research...