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Skip to Search Results- 2Lubell, Adam S.
- 1Andermatt, Matthias
- 1Andermatt, Matthias F.
- 1Baron Bello, Ambar Lennon
- 1Bhargava, Aakanksha
- 1Bhattacharya, Sanjay
- 4Lubell, Adam (Civil and Environmental Engineering)
- 2Bindiganavile, Vivek (Civil and Environmental Engineering)
- 1Chan, Dave H. (Civil and Environmental Engineering)
- 1Cheng, J.J. Roger (Civil and Environmental Engineering)
- 1Cruz-Noguez, Carlos (Civil and Environmental Engineering)
- 1Cruz-Noguez, Carlos (Department of Civil and Environmental Engineering)
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Spring 2013
An experimental study of the shear-induced buckling of a thin, viscous film in an axisymmetric geometry is presented. Rotating the inner boundary relative to a stationary outer one, generates large in-plane shear forces in the laterally constrained millimetric film, which leads to buckling of the...
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Fall 2013
With the ever increasing concerns about the structural adequacy of buildings and infrastructures, particularly in harsh environments with limited funding for ongoing maintenance, a significant need exists to develop highly durable and rapidly constructed structural systems. To this aim, recent...
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2010-09-01
Lubell, Adam S., Andermatt, Matthias F.
Structural engineering report SER 291 | SER-ID SER291
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Fall 2010
Concrete deep beams with small shear span-to-depth (a/d) ratios are common elements in structures. However, there are few experimental results on the behaviour of FRP reinforced concrete deep beams and no specific modelling techniques exist in design codes for such members. The objectives of this...
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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...
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Spring 2012
Coped beams are susceptible to fatigue cracking in the web at the cope radius when subjected to tension in the coped region. Use of an adhesively bonded composite patch over the crack can reduce the stress concentration and delay further crack growth. This report contains the results of a...
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Fall 2013
The Kelvin-Helmholtz instability is the inertial destabilization of a parallel shear flow in a density stratified fluid under the influence of gravity. For example, this type of instability manifests itself as surface waves in the ocean when wind blows over the water surface. In this thesis we...
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Spring 2024
Double wythe masonry cavity walls consist of two masonry wythes, an exterior layer typically made of clay-backed or ceramic bricks (veneer) and the inner layer composed of concrete masonry units (CMU), which serves as a structural backup. In typical cavity wall design, the two wythes are assumed...
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Fall 2017
Premature corrosion of reinforcing steel is a cause of concern for steel-reinforced concrete structures, since it causes them to deteriorate before their design operational life is attained. The Use of fiber-reinforced polymer (FRP) bars in reinforced-concrete (RC) structures has been shown to...
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Fall 2018
The production of a tailings waste stream is ubiquitous to mining and mineral processing operations, especially in Alberta’s oil sands industry. Due to the presence of colloidal clays such as kaolinite, which do not naturally sediment in suspension, water recycling and land reclamation remain...