Note: Names in boldface font are聽Highly Qualified Personnel (HQP) including graduate students and post-doctoral fellows

Journals (29 Published)

  1. Nakhostin, E., Kenny, S. and Sivathayalan, S. (2022). “A Numerical study of erosion void and corrosion effects on the performance of buried corrugated Steel culverts.” J. Eng. Struct., 260:114217, 14p., doi: .
  2. Smith, C.J., Dupr茅, K.E., McEvoy, A. and Kenny, S. (2021). 鈥淐ommunity perceptions and pro-environmental behaviour: The mediating roles of social norms and climate change risk.鈥 Canadian Journal of Behavioural Science, 53(2):200-210, doi: .
  3. Nakhostin, E., Kenny, S. and Sivathayalan, S. (2020). “Numerical performance assessment of buried corrugated metal culverts subject to service loads.” Invited publication, Canadian Journal of Civil Engineering, 48:99-114, doi: .
  4. Ebrahimi, A., Mohammadi, M. and Kenny, S. (2020). “Failure mechanisms of equal and unequal wall thickness hybrid maraging steel-P20 tubular joints: Effects of welding residual stresses.” J. Offshore Mech. Arct. Eng., doi: .
  5. Oliver, P., Samson, C. and Kenny, S. (2019). “Systematic preparation and processing of interferometric SAR data for monitoring linear transportation infrastructure.” J. of Applied Remote Sensing, 13(2), doi: .
  6. Kenny, S. (2019).聽“Asset management of linear civil infrastructure – Through the lens of a changing climate.” J. Cur Trends Civil & Struct Eng., 2(3), doi: .
  7. Roy, K., Hawlader, B.C., Kenny, S. and Moore, I. (2018). 鈥淯pward pipe-soil interaction for shallowly buried pipelines in dense sand.鈥 J. Geo. Geoenv. Eng., 144(11), doi:聽.
  8. Roy, K., Hawlader, B.C., Kenny, S. and Moore, I. (2018). 鈥淯plift failure mechanism of pipes buried in dense sand.鈥 Int. J. Geomech, 18(8), doi: .
  9. Roy, K., Hawlader, B.C., Kenny, S. and Moore, I. (2018). 鈥淟ateral resistance of pipes and strip anchors buried in dense sand.鈥 Can. Geotech. J., 55(12):1812-1823, doi: .
  10. Ebrahimi, A., Kenny, S. and Hussein, A. (2018). 鈥淔inite element investigation on the tensile armour wire response of flexible pipe for axisymmetric loading conditions using an implicit solver.鈥 J. Offshore Mech. Arct. Eng., 140(4), doi: .
  11. Fatemi, A. and Kenny, S. (2017). 鈥淧arameters affecting local buckling response of high strength linepipe.鈥 J. Offshore Mech. Arct. Eng., 139(3), doi: .
  12. Pike, K., and Kenny, S (2016). 鈥淥ffshore pipelines and ice gouge geohazards: Comparative performance assessment of decoupled structural and coupled continuum models鈥. Invited publication, Can. Geotech. J., 53(11):1866-1881, doi: .
  13. Ebrahimi, A., Kenny, S. and Hussein, A. (2016). 鈥淩adial buckling of tensile armour wires in subsea flexible pipe – Numerical assessment of key factors.鈥 J. Offshore Mech. Arct. Eng., OMAE-15-1039, 138(3):8p., doi: .
  14. 贰产谤补丑颈尘颈,听础., Kenny, S. and Hussein, A. (2015). 鈥淔inite element modelling of flexible pipe: Challenges and solutions.鈥 J. Pipeline Eng., 14(4):275-287.
  15. Roy, K., Hawlader, B., Kenny, S. and Moore, I. (2015). 鈥淔inite element modeling of lateral pipeline-soil interactions in dense sand.鈥 Can. Geo. J., 53(3): 490-504, doi: .
  16. Brazil, N., Rideout, G., Nakhla, S. and Kenny, S. (2015). 鈥淒ynamic analysis of a deployable oil dispersant system towards UAV technology.鈥 Int. J. Unmanned Sys. Eng., 3(3):21-30, doi: .
  17. Pike, K., Kenny, S., and Hawlader, B. (2014). 鈥淣umerical and constitutive model development to aid design against pipeline geohazards.鈥 J. Pipeline Eng., 13(3):201-209.
  18. Mahdavi, H., Kenny, S., Phillips, R. and Popescu, R. (2013). 鈥淪ignificance of geotechnical loads on local buckling response of buried pipelines with respect to conventional practice.鈥 Can. Geotech. J., 50(1):68-80, doi: .
  19. Hasan, S.M., Khan, F. and Kenny, S. (2012). 鈥淧robabilistic transgranular SCC analysis for oil and gas pipelines.鈥 J. Pressure Vessel Technol., 134(5):9p. doi: .
  20. Hasan, S., Khan, F. and Kenny, S. (2012). 鈥淧robability assessment of burst limit state due to internal corrosion.鈥 Int. J. PVP, 89:48-58, doi: .
  21. Hasan, M., Khan, F. and Kenny, S. (2011). 鈥淚dentification of the cause of variability of probability of failure for different codes and standards.鈥 J. Pressure Vessel Technol.,聽133(4), doi: .
  22. Daiyan, N., Kenny, S., Phillips, R. and Popescu, R. (2011). 鈥淚nvestigating pipeline/soil interaction under axial/lateral relative movements in sand.鈥 Can. Geotech. J., 48(11):1683-1695. doi: .
  23. Al-Showaiter, A., Taheri, F. and Kenny, S. (2011). 鈥淓ffect of misalignment and weld induced residual stresses on the local buckling response of pipelines.鈥 J. Pressure Vessel Technol., 133(4). doi: .
  24. Nobahar, A., and Kenny, S. (2007). 鈥淎nalysis and design of buried pipeline for displacement controlled hazards: A probabilistic approach鈥. J. Offshore Mech. Arct. Eng., 129:219-228. doi: .
  25. Nobahar, A., Kenny, S. and Phillips, R. (2007). 鈥淏uried pipelines subject to subgouge deformations.鈥 Int. J. Geomechanics 7(3), pp.206-216. doi: .
  26. Kenny, S., Taheri, F. and Pegg, N. (2002). 鈥淓xperimental investigations on the dynamic plastic buckling of a slender beam subject to axial impact.鈥 Intl. J. Impact Eng., 27(1):1-17. doi: .
  27. Kenny, S., Pegg, N. and Taheri, F. (2002). 鈥淒ynamic elastic buckling of a slender beam with geometric imperfections subject to an axial impulse.鈥 J. Finite Elements in Analysis and Design, 35(3):227-246, doi: .
  28. Kenny, S., Pegg, N. and Taheri, F. (2002). 鈥淔inite element investigations on the dynamic plastic buckling of a slender beam subject to axial impact鈥. Intl. J. Impact Eng., 27(2):179-195. doi: .
  29. Meaney, R., Kenny, S. and Sinha, N.K. (1992). 鈥淢edium-scale ice/structure interaction: failure zone characterization.鈥 Musk-Ox, 39:24-30.

Journals Under Review (0 In Review)

  1. None in review

Book Chapters (3 Published)

  1. Kenny, S. and Jukes, P. (2022). 鈥淧ipeline/Soil Interaction Modelling in Support of Pipeline Engineering Design and Integrity鈥. In, Part I Design, Chapter 8, 聽, R.W. Revie Editor, ISBN 978-1-118-21671-2, John Wiley & Sons Ltd., 93p (in press).
  2. Kenny, S. (2018). 鈥淥ffshore Pipelines – Elements of Managing Risk.鈥 Chapter 7, In Methods in Chemical Process Safety: Volume 2, F. Khan and R. Abbassi Editors, Academic Press, eBook ISBN 9780128140284, ISBN 9780128140277, pp.289-325, doi: .
  3. Kenny, S. and Jukes, P. (2018). 鈥淧olar and Arctic Technology.鈥 In Section C, Offshore Polar and Arctic Technology, Chapter 13, Encyclopedia of Marine and Offshore Engineering; J. Carlton, P. Jukes and Y.S. Choo Editors, John Wiley & Sons Ltd., ISBN聽978-1118476406, 21p., doi:聽.

Conferences (84 Published; 0 In Review)

  1. Nakhostin, E., Kenny, S. And Sivathayalan, S. (2023). 鈥淣umerical; study of multi-lane surface loading effects on corrugated steel culverts buried in shallow cover depth.鈥 Proc. ACSE GEO-Congress, Geotechnical Systems from Pore-Scale to City-Scale, Underground Engineering and Construction, pp.522-531.
  2. He, X. and Kenny, S. (2019). “Mechanical performance of a pressure pipe CIPP liner with stress concentration effects associated with local defects.” Proc., ASCE UESI Pipelines Conference..
  3. McEvoy, A., Dupr茅, K.E. and Kenny, S. (2021). 鈥淕oing green: Are there benefits to employees working for green organizations?鈥 American Psychological Association (Environmental Psychology Division), APA Annual Convention 2021, San Diego CA USA, August 2021 (poster), doi: .
  4. Dupr茅, K.E., Smith, C.J. and Kenny, S. (2021). 鈥淎n examination of green organizations: Do parents鈥 experiences at work influence their interactions at home?鈥 Association for Psychological Science, Industrial/Organizational Psychology, APS 2021 Annual Convention ( Virtual), May 26-27.
  5. Nakhostin, E., Kenny, S. and Sivathayalan (2019). “Buried corrugated steel culvert failure mechanisms due to environmental deteriorations.” Proc., Int. Conf. Sustainable Infrastructure (ICSI), Leading Resilient Communities through the 21st Century, 12p., doi: .
  6. Dupr茅, K., Kenny, S. and McEvoy, A. (2019). “Individual perceptions and climate change initiatives.” International Convention of Psychological Science (ICPS), Paper #21361, Paris, France.
  7. He, X. and Kenny, S. (2019). “Mechanical performance of a pressure pipe CIPP liner with stress concentration effects associated with local defects.” Proc., UESI Pipelines Conference, Paper #535351, ASCE, Nashville TN USA. 13p.
  8. Kenny, S., Dupr茅, K. and McEvoy, A. (2019). “Asset management of rural Ontario core infrastructure – Drivers and barriers associated with climate change considerations.” Proc., CSCE GEN090:10p., Laval, QC, Canada.
  9. McEvoy, A., Dupr茅, K, & Kenny, S. (2018). “Rural community perceptions of climate change.” Symposium: The Who, What, and How of Responses to Climate Change, Division 34: Society for Environmental, Population and Conservation Psychology, American Psychology Association Annual Convention, San Francisco, CA.
  10. Ebrahimi, A., Kenny, S. and Mohammadi, M. (2018). “On bending performance of additively manufactured steel catenary riser (SCR) – Effect of welding residual stress on bending strain capacity.” Proc., OMAE-77055:8p.
  11. Kenny, S., Dupr茅, K.聽and McEvoy, A. (2018). “Climate change considerations within the asset management of core infrastructure for rural Ontario municipalities – An initial assessment.” Proc., CSCE-GC126:10p.
  12. Marcotte, G., Kenny, S. and Sivathayalan, S. (2017). “Centrifuge modeling of lateral-axial oblique loading on buried pipelines in cohesionless soil.” Proc., GeoOttawa-428:8p.
  13. McDonald, R.P., Van Geel, P.J. and Kenny, S. (2017). “Predicting the mechanical behaviour of solid waste using numerical methods in landfill applications.” Proc., GeoOttawa-599:8p.
  14. Nakhostin, E., Kenny, S. and Sivathayalan, S. (2017). “Examination of buried corrugated metal culvert failure mechanisms using finite elements methods.” Proc., GeoOttawa-447:8p.
  15. Kenny, S., Gordon, R. and Swank, G. (2016). 鈥淎lternative compressive strain capacity performance limits for strain based design applications.鈥 Proc., IPC2016-64578:10p.
  16. Huo, X., Kenny, S., and Hussein, A. (2016). 鈥淓valuation of back-bevel and counterbore-taper unequal wall thickness transition joint designs.鈥 Proc., IPC2016-64390:12p.
  17. Roy, K., Hawlader, B., Kenny, S. and Moore, I.D. (2016). 鈥淎 comparative study between lateral and upward anchor-soil and pipe-soil interaction in dense sand.鈥 Proc., IPC2016-64546:7p.
  18. Roy, K., Hawlader, B., and Kenny, S. and Moore, I. (2016). 鈥淔inite element analysis of strip anchors buried in dense sand subjected to lateral loading.鈥 Proc., ISOPE-I-16-463:6p.
  19. Roy, K., Hawlader, B., and Kenny, S. and Moore, I. (2015). 鈥淪oil failure mechanism for lateral and upward pipeline-soil interaction analysis in dense sand.鈥 Proc., GEOQu茅bec-334:9p.
  20. Kenny, S., Debnath, P., Pike, K., and Hawlader, B. (2015). 鈥淚ntegrated framework in support of pipeline engineering design for geohazards.鈥 Proc., GEOQu茅bec-749:8p.
  21. Ebrahimi, A., Kenny, S. and Hussein, A. (2015). 鈥淧arameters influencing the radial instability and birdcaging mechanism for subsea flexible pipe.鈥, Proc., ISOPE-I-15-211:21-26.
  22. Roy, K.S., Hawlader B.C., Kenny, S. and Moore, I. (2015). 鈥淓ffects of post-peak softening behavior of dense sand on lateral and upward displacement of buried pipelines.鈥 Proc., OMAE-42138:10p.
  23. Kenny, S., Kazemi, K., Wang, J., Jodoin, T., and Goldak, J. (2014). 鈥淭he effect of girth welds on local buckling response and strain based design of pipelines.鈥 Proc., 5th Annual Canadian Welding Association Conference, CanWeld – IIW Congress, 16p.
  24. Hanif, W., and Kenny, S. (2014). 鈥淢echanical damage and fatigue assessment of dented pipelines using FEA.鈥 Proc., IPC-33445:10p.
  25. Brazil, N., Nakhla, S. and Kenny, S. (2014). 鈥淒eployable oil dispersant system for fixed wing aircraft.鈥 Proc., OCEANS, 9p.
  26. Huo, X., Kenny, S. and Martens, M. (2014). 鈥淢echanical integrity evaluation of unequal wall thickness transition joints in transmission pipelines.鈥 Proc., IPC-33141:9p.
  27. Brazil, N., Nakhla, S. and Kenny, S. (2014). 鈥淒ynamic analysis of a deployable oil dispersant system for fixed wing aircraft.鈥 Proc., IAEC, 10p.
  28. Roy, K.S., Hawlader B.C., Kenny, S. and Moore, I. (2014). 鈥淔inite element modeling of uplift pipeline/soil interaction in dense sand.鈥 Proc., Geohazards6:8p.
  29. Pike, K., Kenny, S., Hawlader, B. and Moore, I. (2014). 鈥淓ffects of geohazards on energy pipelines: Technology framework supporting engineering design and emerging tools.鈥 Proc., Geohazards6:10p.
  30. Roy, K.S., Hawlader, B.C. and Kenny, S. (2014). 鈥淚nfluence of low confining pressure in modeling of lateral pipeline/soil interaction in dense sand.鈥 Proc., OMAE-24601:9p.
  31. Haq, M. and Kenny, S. (2014). 鈥淎ssessment of parameters influencing lateral buckling of deep subsea pipe-in-pipe system using finite element modeling.鈥 Proc., OMAE-23731:12p.
  32. Dawood, A. and Kenny, S. (2014). 鈥淎 parametric study on the influence of imperfections on pipe mechanical response during bending in reel-lay installation using finite element methods.鈥 Proc., OMAE-24250:9p.
  33. Cooke, N. and Kenny, S. (2014). 鈥淐omparative study on the collapse response of flexible pipe using finite element methods.鈥 Proc., OMAE-23306:10p.
  34. Bakhtyar, F. and Kenny, S. (2014). 鈥淒evelopment of a fatigue life assessment tool for pipelines with local wrinkling through physical testing and numerical modeling.鈥 Proc., OMAE-24082:10p.
  35. Dawood, A.and Kenny, S. (2013). 鈥淔inite element method simulating the pipeline mechanical response during reel-lay installation.鈥 Proc., OMAE2013-10555:7p.
  36. Hanif, W. and Kenny, S. (2013). 鈥淎ssessment of parameters influencing mechanical response of constrained and unconstrained dents using finite element modeling.鈥 Proc., OMAE2013-10762:10p.
  37. Haq, M.and Kenny, S. (2013). 鈥淟ateral buckling response of subsea HTHP pipelines using finite element methods.鈥 Proc., OMAE2013-10585:8p.
  38. Bakhtyar, F. and Kenny, S. (2013). 鈥淒evelopment of a fatigue life assessment tool for pipelines with local wrinkles.鈥 Proc., OMAE2013-10556:9p.
  39. Hanif, W. and Kenny, S. (2013). 鈥淢echanical integrity and defect of offshore pipeline systems using finite element modelling.鈥 Proc., Pipeline Technology Conference.
  40. Pike, K., Kenny, S. and Hawlader, B. (2013). 鈥淎dvanced analysis of pipe/soil interaction accounting for strain localization.鈥 Proc., CSCE GeoMontreal-305:6p.
  41. Burden, J., Kenny, S. and Phillips, R. (2013). 鈥淧reliminary analysis of ice interaction with subsea infrastructure and the seabed.鈥 Proc., POAC13-085:10p.
  42. Fatemi, A. and Kenny, S. (2012). 鈥淥vality of high-strength linepipes subject to combined loads.鈥 Proc., ATC, OTC-23783, 11p.
  43. Hanif, W. and Kenny, S. (2012). 鈥淧ipeline mechanical damage assessment using finite element methods.鈥 Proc., ATC, OTC-23779, 11p.
  44. Pike, K., Kenny, S., Kavanagh, K and Jukes, P. (2012). 鈥淧ipeline engineering solutions for harsh arctic environments: Technology challenges and constraints for advanced numerical simulations.鈥 Proc., ATC, OTC-23734:9p.
  45. Pike, K. and Kenny, S. (2012). 鈥淣umerical pipe/soil interaction modelling: Sensitivity study and extension to ice gouging.鈥 Proc., ATC, OTC-23731, 8p.
  46. Rossiter, C. and Kenny, S. (2012). 鈥淓valuation of lateral-vertical pipe/soil interaction in clay.鈥 Proc., OTC-23735:13p.
  47. Drover, E. and Kenny, S. (2012). 鈥淔inite element modelling of iceberg interaction with subsea protective structures and the seabed.鈥 Proc., ATC, OTC-23760, 11p.
  48. Pike, K. and Kenny, S. (2012). 鈥淟ateral-axial pipe/soil interaction events: Numerical modelling trends and technical issues.鈥 Proc., IPC2012-90055, 6p., doi:
  49. Kenny, S., Hawboldt, K., James, L., Pan, Y. and Cai, J. (2012). 鈥淧ipeline transportation systems for carbon capture and sequestration (CCS) strategies: Observations and technology issues.鈥 Proc., The Third International Forum on Transportation of CO2 by Pipeline:20p.
  50. Pike, K. and Kenny, S. (2012). 鈥淎dvanced continuum modeling of the ice gouge process: Assessment of keel shape effect and geotechnical data.鈥 Proc., ISOPE-12-TPC-0464:7p.
  51. Fatemi, A. and Kenny, S. (2012). 鈥淐haracterization of initial geometric imperfections for pipelines and influence on compressive strain capacity.鈥 Proc., ISOPE-12-TPC-0304:7p.
  52. Drover, E. and Kenny, S. (2012). 鈥淏ounds on iceberg motions during contact with subsea equipment and the seabed.鈥 Proc., ISOPE-12-TPC-0465:7p.
  53. Rossiter, C. and Kenny, S. (2012). 鈥淎ssessment of ice/soil interactions: Continuum modeling in clays.鈥 Proc., ISOPE-12-TPC-0304:8p.
  54. Seo, D., Kenny, S., and Hawlader, B. (2011). 鈥淵ield envelopes for oblique pipeline/soil interaction in cohesive soil using ALE procedure.鈥 Proc., Pan-Am CGS-845, 9p.
  55. Daiyan, N., Kenny, S., Phillips, R., and Popescu, R. (2011). 鈥淣umerical investigation of axial-vertical pipeline/soil interaction in sand.鈥 Proc., Pan-Am CGS-233, 9p.
  56. Pike, K., Kenny, S. and Hawlader, B. (2011). 鈥淎dvanced Numerical Simulations of Ice Gouge Events and Implications for Engineering Design.鈥 POAC11-100, 10p.
  57. Caines, J., Paulin, M. and Kenny, S. (2011). 鈥淎n engineering assessment of ice gouge statistics and recommended statistical distributions for extreme ice gouge parameter estimation.鈥 Proc., POAC11-094:10p.
  58. Fatemi, A. and Kenny, S. (2011). 鈥淐ontinuum modelling framework for local buckling response of plain and girth welded pipes.鈥 Proc., OTC-21998-PP, 10p.
  59. Pike, K., and Kenny, S. (2011). 鈥淎dvancement of CEL procedures to analyze large deformation pipeline/soil interaction events.鈥 Proc., OTC-22004-PP, 10p.
  60. Jukes, P., Kenny, S., Panapitiya, U., Jafri, S. and Eltaher, A. (2011). 鈥淎rctic and harsh environment pipeline trenching technologies and challenges.鈥 Proc., ATC, OTC-22083, 11p.
  61. Pike, K., Seo, D. and Kenny, S. (2011). 鈥淐ontinuum modelling of ice gouge events: Observations and assessment.鈥 Proc., ATC, OTC-22097, 12p.
  62. Daiyan, N., Kenny, S., Phillips, R. and Popescu, R. (2010). 鈥淣umerical investigation of oblique pipeline/soil interaction in sand.鈥 Proc., IPC2010-31644, 6p.
  63. Daiyan, N., Kenny, S., Phillips, R. and Popescu, R. (2010). 鈥淚nvestigation of axial/lateral interaction of pipes in dense sand.鈥 Proc., ICPMG, 6p.
  64. Fatemi, A., Kenny, S., Taheri, F., Duan, D.-M., and Zhou, J. (2010). 鈥淓nd boundary effects on local buckling response of high strength linepipe.鈥 Proc., IPC2010-31397, 8p.
  65. Mahdavi, H., Kenny, S., Phillips, R. And Popescu, R. (2010). 鈥淓ffect of soil restraint on the buckling response of buried pipelines.鈥 Proc., IPC2010-31617, 10p.
  66. Barrett, J., Kenny, S. and Phillips, R. (2009). 鈥淓ffects of girth weld on the local buckling response of conventional grade pipelines.鈥 Proc., OMAE2009-79394, 8p.
  67. Barrett, J., Kenny, S. and Phillips, R. (2009). 鈥淚nvestigation on the buckling behaviour of girth welded pipelines.鈥 Proc., CSCE, IEMM-008, 10p.
  68. Caines, J., Kenny, S. and Paulin, M. (2009). 鈥淓ngineering assessment of ice gouge statistics from the Canadian and American arctic oceans鈥 Proc., CSCE, IHSC-004,10p.
  69. Daiyan, N., Kenny, S., Phillips, R. and Popescu, R. (2009). 鈥淧arametric study on axial-lateral pipeline/soil interaction events in clay.鈥 Proc., CSCE, IEMM-005, 10p.
  70. Fatemi, A., Kenny, S., Sen, M., Zhou, J., Taheri, F. and Paulin, M. (2009). 鈥淚nfluence of Material and Geometric Imperfections on the Local Buckling Response of Plain and Girth Weld High Strength Linepipe.鈥 Proc., 5th Pipeline Technology Conference, PIPE-56, 22p.
  71. Fatemi, A., Kenny, S., Sen, M., Zhou, J., Taheri, F. and Paulin, M. (2009). 鈥淧arameters affecting the buckling and post-buckling behaviour of high strength pipelines.鈥 Proc., OMAE2009-79578, 9p.
  72. Mahdavi, H., Kenny, S., Phillips, R. and Popescu, R. (2009). 鈥淓ffect of embedment ratio on buried pipelines subject to combined loading.鈥 Proc., CGS, 7p.
  73. Mahdavi, H., Kenny, S., Phillips, R. and Popescu, R. (2009). 鈥淐omprehensive parametric study on local buckling response of buried pipelines.鈥 Proc., CSCE, GC-026, 10p.
  74. Barling, J. Dupr茅, K.E., Kavanagh, J.M., Kenny, S., Khan, F. and Veitch, B. (2008) 鈥淭he Integration of High Performance Work Systems and Workplace Safety in the Oil and Gas Industry.鈥 Proc., SPE-111573, 23p.
  75. Mahdavi, H., Kenny, S., Phillips, R. And Popescu, R. (2008). 鈥淚nfluence of geotechnical loads on local buckling behavior of buried pipelines.鈥 Proc., IPC2008-64054, 9p.
  76. Al-Showaiter, A., Taheri, F. and Kenny, S. (2008). 鈥淚nfluence of pipeline misalignment on the local buckling response.鈥 Proc., IPC2008-64004, 9p.
  77. Fatemi, A., Kenny, S., Sen, M., Zhou, J., Taheri, F. and Paulin, M. (2008). 鈥淚nvestigations on the local buckling response of high strength linepipe.鈥 Proc., IPC2008-64407, 9p.
  78. Paulin, M., Kenny, S., Palmer, A., Been, K. and Caines, J. (2008). 鈥淥ffshore pipelines in cold regions – Environmental loadings and geotechnical considerations.鈥 Proc., ICETECH08-176-R0, 8p.
  79. Kenny, S., Barrett, J., Phillips, R. and Popescu, R. (2007). 鈥淚ntegrating geohazard demand and structural capacity modelling within a probabilistic design framework for offshore arctic pipelines.鈥 Proc., ISOPE2007-SBD-03, 9p.
  80. Fatemi, A., Kenny, S., and Taheri, F. (2007). 鈥淐ontinuum finite element methods to establish compressive strain limits for offshore pipelines in ice gouge environments.鈥 Proc., OMAE2007-29152, 7p.
  81. Kenny, S., Phillips, R., Clark, J. and Nobahar, A. (2005). 鈥淧RISE numerical studies on subgouge deformations and pipeline/soil interaction analysis.鈥 Proc., POAC, 10p.
  82. Phillips, R., Clark, J. and Kenny, S. (2005). 鈥淧RISE studies on gouge forces and subgouge deformations.鈥 Proc., POAC, 10p.
  83. Kenny, S., Bruce, J., King, T., McKenna, R., Nobahar, A. and Phillips, R. (2004). 鈥淧robabilistic design methodology to mitigate ice gouge hazards for offshore pipelines.鈥 IPC04-0527, 9p.
  84. Kenny, S., Phillips, R., McKenna, R. and Clark, J.I. (2000). 鈥淩esponse of buried arctic marine pipelines to ice gouge events.鈥 Proc., OMAE00-5001, 8p.
  85. Newbury, S., Shih, L. Y., Browne, R.P., Revill, C. R., Kenny, S. and Zheng, Y (1993). 鈥淓xperimental and theoretical evaluation of hydrodynamic pressure during non-contact propeller/ice interaction.鈥 Proc., 2nd Canadian Marine Dynamics Conference, IR-1993-15.

Invited Presentations

  1. Kenny, S. (2020). 2020 OGRA Conference – Vision for a Prosperous Tomorrow, “Workshop: The State of Infrastructure – Climate Change Effects on Asset Performance and Service Delivery”, February 23-26, Toronto Canada. Invited workshop presentation on climate change effects on core civil infrastructure. 2020 OGRA – Kenny (2020 02 25), doi: .

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