{"id":126,"date":"2016-05-18T12:02:36","date_gmt":"2016-05-18T16:02:36","guid":{"rendered":"http:\/\/carleton.ca\/geirg\/?page_id=126"},"modified":"2023-11-19T20:55:00","modified_gmt":"2023-11-20T01:55:00","slug":"publications","status":"publish","type":"page","link":"https:\/\/carleton.ca\/geirg\/publications\/","title":{"rendered":"Publications"},"content":{"rendered":"<p><a href=\"https:\/\/scholar.google.ca\/citations?user=VlqW1UkAAAAJ&amp;hl=en\">Google Scholar &#8211; Shawn Kenny<\/a><\/p>\n<p><span style=\"text-decoration: underline;\">Note:<\/span> Names in <strong>boldface font<\/strong> are\u00a0Highly Qualified Personnel (HQP) including graduate students and post-doctoral fellows<\/p>\n<p><span style=\"text-decoration: underline;\"><strong>Journals (29 Published)<\/strong><\/span><\/p>\n<ol>\n<li><strong>Nakhostin, E.<\/strong>, Kenny, S. and Sivathayalan, S. (2022). &#8220;A Numerical study of erosion void and corrosion effects on the performance of buried corrugated Steel culverts.&#8221; J. Eng. Struct., 260:114217, 14p., doi: <a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2022.114217\">1016\/j.engstruct.2022.114217<\/a>.<\/li>\n<li><strong>Smith, C.J.<\/strong>, Dupr\u00e9, K.E., <strong>McEvoy, A.<\/strong> and Kenny, S. (2021). \u201cCommunity perceptions and pro-environmental behaviour: The mediating roles of social norms and climate change risk.\u201d Canadian Journal of Behavioural Science, 53(2):200-210, doi: <a href=\"https:\/\/doi.org\/10.1037\/cbs0000229\">1037\/cbs0000229<\/a>.<\/li>\n<li><strong>Nakhostin, E.<\/strong>, Kenny, S. and Sivathayalan, S. (2020). &#8220;Numerical performance assessment of buried corrugated metal culverts subject to service loads.&#8221; Invited publication, Canadian Journal of Civil Engineering, 48:99-114, doi: <a href=\"https:\/\/doi.org\/10.1139\/cjce-2019-0316\">1139\/cjce-2019-0316<\/a>.<\/li>\n<li>Ebrahimi, A., Mohammadi, M. and Kenny, S. (2020). &#8220;Failure mechanisms of equal and unequal wall thickness hybrid maraging steel-P20 tubular joints: Effects of welding residual stresses.&#8221; J. Offshore Mech. Arct. Eng., doi: <a href=\"https:\/\/asmedigitalcollection.asme.org\/offshoremechanics\/article\/doi\/10.1115\/1.4047791\/1085287\/Failure-Mechanisms-of-Equal-and-Unequal-Wall\">1115\/1.4047791<\/a>.<\/li>\n<li><strong>Oliver, P.<\/strong>, Samson, C. and Kenny, S. (2019). &#8220;Systematic preparation and processing of interferometric SAR data for monitoring linear transportation infrastructure.&#8221; J. of Applied Remote Sensing, 13(2), doi: <a href=\"https:\/\/doi.org\/10.1117\/1.JRS.13.024504\">1117\/1.JRS.13.024504<\/a>.<\/li>\n<li>Kenny, S. (2019).\u00a0&#8220;Asset management of linear civil infrastructure &#8211; Through the lens of a changing climate.&#8221; J. Cur Trends Civil &amp; Struct Eng., 2(3), doi: <a href=\"https:\/\/irispublishers.com\/ctcse\/fulltext\/asset-management-of-linear-civil-infrastructure-through-the-lens-of-a-changing-climate.ID.000537.php\">33552\/CTCSE.2019.02.000537<\/a>.<\/li>\n<li><strong>Roy, K.<\/strong>, Hawlader, B.C., Kenny, S. and Moore, I. (2018). \u201cUpward pipe-soil interaction for shallowly buried pipelines in dense sand.\u201d J. Geo. Geoenv. Eng., 144(11), doi:\u00a0<a href=\"https:\/\/doi.org\/10.1061\/(ASCE)GT.1943-5606.0001957\">1061\/(ASCE)GT.1943-5606.0001957<\/a>.<\/li>\n<li><strong>Roy, K.<\/strong>, Hawlader, B.C., Kenny, S. and Moore, I. (2018). \u201cUplift failure mechanism of pipes buried in dense sand.\u201d Int. J. Geomech, 18(8), doi: <a href=\"https:\/\/doi.org\/10.1061\/(ASCE)GM.1943-5622.0001226\">1061\/(ASCE)GM.1943-5622.0001226<\/a>.<\/li>\n<li><strong>Roy, K.<\/strong>, Hawlader, B.C., Kenny, S. and Moore, I. (2018). \u201cLateral resistance of pipes and strip anchors buried in dense sand.\u201d Can. Geotech. J., 55(12):1812-1823, doi: <a href=\"https:\/\/www.nrcresearchpress.com\/doi\/10.1139\/cgj-2017-0492\">1139\/cgj-2017-0492<\/a>.<\/li>\n<li><strong>Ebrahimi, A.<\/strong>, Kenny, S. and Hussein, A. (2018). \u201cFinite element investigation on the tensile armour wire response of flexible pipe for axisymmetric loading conditions using an implicit solver.\u201d J. Offshore Mech. Arct. Eng., 140(4), doi: <a href=\"http:\/\/offshoremechanics.asmedigitalcollection.asme.org\/article.aspx?articleid=2671235\">1115\/1.4039132<\/a>.<\/li>\n<li><strong>Fatemi, A<\/strong>. and Kenny, S. (2017). \u201cParameters affecting local buckling response of high strength linepipe.\u201d J. Offshore Mech. Arct. Eng., 139(3), doi: <a href=\"http:\/\/offshoremechanics.asmedigitalcollection.asme.org\/article.aspx?articleid=2604690\">1115\/1.4035995<\/a>.<\/li>\n<li><strong>Pike, K.<\/strong>, and Kenny, S (2016). \u201cOffshore pipelines and ice gouge geohazards: Comparative performance assessment of decoupled structural and coupled continuum models\u201d. Invited publication, Can. Geotech. J., 53(11):1866-1881, doi: <a href=\"http:\/\/www.nrcresearchpress.com\/doi\/10.1139\/cgj-2016-0090#.WSRDoxPyvjA\">1139\/cgj-2016-0090<\/a>.<\/li>\n<li><strong>Ebrahimi, A.<\/strong>, Kenny, S. and Hussein, A. (2016). \u201cRadial buckling of tensile armour wires in subsea flexible pipe &#8211; Numerical assessment of key factors.\u201d J. Offshore Mech. Arct. Eng., OMAE-15-1039, 138(3):8p., doi: <a href=\"http:\/\/offshoremechanics.asmedigitalcollection.asme.org\/article.aspx?articleid=2499440\">1115\/1.4032894<\/a>.<\/li>\n<li><strong>Ebrahimi,\u00a0A.<\/strong>, Kenny, S. and Hussein, A. (2015). \u201cFinite element modelling of flexible pipe: Challenges and solutions.\u201d J. Pipeline Eng., 14(4):275-287.<\/li>\n<li><strong>Roy, K.<\/strong>, Hawlader, B., Kenny, S. and Moore, I. (2015). \u201cFinite element modeling of lateral pipeline-soil interactions in dense sand.\u201d Can. Geo. J., 53(3): 490-504, doi: <a href=\"http:\/\/www.nrcresearchpress.com\/doi\/abs\/10.1139\/cgj-2015-0171#.V1COG0smUTM\">1139\/cgj-2015-0171<\/a>.<\/li>\n<li><strong>Brazil, N.<\/strong>, Rideout, G., Nakhla, S. and Kenny, S. (2015). \u201cDynamic analysis of a deployable oil dispersant system towards UAV technology.\u201d Int. J. Unmanned Sys. Eng., 3(3):21-30, doi: <a href=\"http:\/\/www.ijuseng.com\/#\/ijuseng-3-3-21-30-2015\/4589487253\">14323\/ijuseng.2015.10<\/a>.<\/li>\n<li><strong>Pike, K.<\/strong>, Kenny, S., and Hawlader, B. (2014). \u201cNumerical and constitutive model development to aid design against pipeline geohazards.\u201d J. Pipeline Eng., 13(3):201-209.<\/li>\n<li><strong>Mahdavi, H.<\/strong>, Kenny, S., Phillips, R. and Popescu, R. (2013). \u201cSignificance of geotechnical loads on local buckling response of buried pipelines with respect to conventional practice.\u201d Can. Geotech. J., 50(1):68-80, doi: <a href=\"http:\/\/www.nrcresearchpress.com\/doi\/abs\/10.1139\/cgj-2011-0423#.V1COtksmUTM\">1139\/cgj-2011-0423<\/a>.<\/li>\n<li><strong>Hasan, S.M.<\/strong>, Khan, F. and Kenny, S. (2012). \u201cProbabilistic transgranular SCC analysis for oil and gas pipelines.\u201d J. Pressure Vessel Technol., 134(5):9p. doi: <a href=\"http:\/\/pressurevesseltech.asmedigitalcollection.asme.org\/article.aspx?articleid=1485027\">1115\/1.4006125<\/a>.<\/li>\n<li><strong>Hasan, S.<\/strong>, Khan, F. and Kenny, S. (2012). \u201cProbability assessment of burst limit state due to internal corrosion.\u201d Int. J. PVP, 89:48-58, doi: <a href=\"http:\/\/www.sciencedirect.com\/science\/article\/pii\/S0308016111001335\">1016\/j.ijpvp.2011.09.005<\/a>.<\/li>\n<li><strong>Hasan, M.<\/strong>, Khan, F. and Kenny, S. (2011). \u201cIdentification of the cause of variability of probability of failure for different codes and standards.\u201d J. Pressure Vessel Technol.,\u00a0133(4), doi: <a href=\"http:\/\/pressurevesseltech.asmedigitalcollection.asme.org\/article.aspx?articleid=1461503\">1115\/1.4002862<\/a>.<\/li>\n<li><strong>Daiyan, N.<\/strong>, Kenny, S., Phillips, R. and Popescu, R. (2011). \u201cInvestigating pipeline\/soil interaction under axial\/lateral relative movements in sand.\u201d Can. Geotech. J., 48(11):1683-1695. doi: <a href=\"http:\/\/www.nrcresearchpress.com\/doi\/abs\/10.1139\/t11-061#.V1CO40smUTM\">1139\/t11-061<\/a>.<\/li>\n<li><strong>Al-Showaiter, A.<\/strong>, Taheri, F. and Kenny, S. (2011). \u201cEffect of misalignment and weld induced residual stresses on the local buckling response of pipelines.\u201d J. Pressure Vessel Technol., 133(4). doi: <a href=\"http:\/\/pressurevesseltech.asmedigitalcollection.asme.org\/article.aspx?articleid=1460733\">1115\/1.4002858<\/a>.<\/li>\n<li><strong>Nobahar, A.<\/strong>, and Kenny, S. (2007). \u201cAnalysis and design of buried pipeline for displacement controlled hazards: A probabilistic approach\u201d. J. Offshore Mech. Arct. Eng., 129:219-228. doi: <a href=\"http:\/\/offshoremechanics.asmedigitalcollection.asme.org\/article.aspx?articleid=1456431\">1115\/1.2426989<\/a>.<\/li>\n<li><strong>Nobahar, A.<\/strong>, Kenny, S. and Phillips, R. (2007). \u201cBuried pipelines subject to subgouge deformations.\u201d Int. J. Geomechanics 7(3), pp.206-216. doi: <a href=\"http:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%291532-3641%282007%297%3A3%28206%29\">1061\/(ASCE)1532-3641(2007)7:3(206)<\/a>.<\/li>\n<li>Kenny, S., Taheri, F. and Pegg, N. (2002). \u201cExperimental investigations on the dynamic plastic buckling of a slender beam subject to axial impact.\u201d Intl. J. Impact Eng., 27(1):1-17. doi: <a href=\"http:\/\/www.sciencedirect.com\/science\/article\/pii\/S0734743X01000264\">1016\/S0734-743X(01)00026-4<\/a>.<\/li>\n<li>Kenny, S., Pegg, N. and Taheri, F. (2002). \u201cDynamic elastic buckling of a slender beam with geometric imperfections subject to an axial impulse.\u201d J. Finite Elements in Analysis and Design, 35(3):227-246, doi: <a href=\"http:\/\/www.sciencedirect.com\/science\/article\/pii\/S0168874X99000670\">1016\/S0168-874X(99)00067-0<\/a>.<\/li>\n<li>Kenny, S., Pegg, N. and Taheri, F. (2002). \u201cFinite element investigations on the dynamic plastic buckling of a slender beam subject to axial impact\u201d. Intl. J. Impact Eng., 27(2):179-195. doi: <a href=\"http:\/\/www.sciencedirect.com\/science\/article\/pii\/S0734743X01000483\">1016\/S0734-743X(01)00048-3<\/a>.<\/li>\n<li>Meaney, R., Kenny, S. and Sinha, N.K. (1992). \u201cMedium-scale ice\/structure interaction: failure zone characterization.\u201d Musk-Ox, 39:24-30.<\/li>\n<\/ol>\n<p><strong>Journals Under Review (0 In Review)<\/strong><\/p>\n<ol>\n<li>None in review<\/li>\n<\/ol>\n<p><span style=\"text-decoration: underline;\"><strong>Book Chapters (3 Published)<\/strong><\/span><\/p>\n<ol>\n<li>Kenny, S. and Jukes, P. (2022). \u201cPipeline\/Soil Interaction Modelling in Support of Pipeline Engineering Design and Integrity\u201d. In, Part I Design, Chapter 8, \u00a0<a href=\"http:\/\/ca.wiley.com\/WileyCDA\/WileyTitle\/productCd-1118216717.html\">Oil and Gas Pipelines: Integrity and Safety Handbook<\/a>, R.W. Revie Editor, ISBN 978-1-118-21671-2, John Wiley &amp; Sons Ltd., 93p (in press).<\/li>\n<li>Kenny, S. (2018). \u201cOffshore Pipelines &#8211; Elements of Managing Risk.\u201d 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: <a href=\"https:\/\/www.sciencedirect.com\/bookseries\/methods-in-chemical-process-safety\/vol\/2\/suppl\/C\">1016\/bs.mcps.2018.04.005<\/a>.<\/li>\n<li>Kenny, S. and Jukes, P. (2018). \u201cPolar and Arctic Technology.\u201d 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 &amp; Sons Ltd., ISBN\u00a0978-1118476406, 21p., doi:\u00a0<a href=\"https:\/\/onlinelibrary.wiley.com\/doi\/10.1002\/9781118476406.emoe504\">1002\/9781118476406.emoe504<\/a>.<\/li>\n<\/ol>\n<p><span style=\"text-decoration: underline;\"><strong>Conferences (84 Published; 0 In Review)<\/strong><\/span><\/p>\n<ol>\n<li><b>Nakhostin, E.<\/b>, Kenny, S. And Sivathayalan, S. (2023). \u201cNumerical; study of multi-lane surface loading effects on corrugated steel culverts buried in shallow cover depth.\u201d Proc. ACSE GEO-Congress, Geotechnical Systems from Pore-Scale to City-Scale, Underground Engineering and Construction, pp.522-531.<\/li>\n<li><strong>He, X.<\/strong> and Kenny, S. (2019). &#8220;Mechanical performance of a pressure pipe CIPP liner with stress concentration effects associated with local defects.&#8221; Proc., ASCE UESI Pipelines Conference..<\/li>\n<li><strong>McEvoy, A.<\/strong>, Dupr\u00e9, K.E. and Kenny, S. (2021). \u201cGoing green: Are there benefits to employees working for green organizations?\u201d American Psychological Association (Environmental Psychology Division), APA Annual Convention 2021, San Diego CA USA, August 2021 (poster), doi: <a href=\"http:\/\/dx.doi.org\/10.13140\/RG.2.2.14874.16320\">13140\/RG.2.2.14874.16320<\/a>.<\/li>\n<li>Dupr\u00e9, K.E., <strong>Smith, C.J.<\/strong> and Kenny, S. (2021). \u201cAn examination of green organizations: Do parents\u2019 experiences at work influence their interactions at home?\u201d Association for Psychological Science, Industrial\/Organizational Psychology, APS 2021 Annual Convention ( Virtual), May 26-27.<\/li>\n<li><strong>Nakhostin, E.<\/strong>, Kenny, S. and Sivathayalan (2019). &#8220;Buried corrugated steel culvert failure mechanisms due to environmental deteriorations.&#8221; Proc., Int. Conf. Sustainable Infrastructure (ICSI), Leading Resilient Communities through the 21st Century, 12p., doi: <a href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/9780784482650.004\">1061\/9780784482650.004<\/a>.<\/li>\n<li>Dupr\u00e9, K., Kenny, S. and <strong>McEvoy, A.<\/strong> (2019). &#8220;Individual perceptions and climate change initiatives.&#8221; International Convention of Psychological Science (ICPS), Paper #21361, Paris, France.<\/li>\n<li><strong>He, X.<\/strong> and Kenny, S. (2019). &#8220;Mechanical performance of a pressure pipe CIPP liner with stress concentration effects associated with local defects.&#8221; Proc., UESI Pipelines Conference, Paper #535351, ASCE, Nashville TN USA. 13p.<\/li>\n<li>Kenny, S., Dupr\u00e9, K. and <strong>McEvoy, A.<\/strong> (2019). &#8220;Asset management of rural Ontario core infrastructure &#8211; Drivers and barriers associated with climate change considerations.&#8221; Proc., CSCE GEN090:10p., Laval, QC, Canada.<\/li>\n<li><strong>McEvoy, A.<\/strong>, Dupr\u00e9, K, &amp; Kenny, S. (2018). &#8220;Rural community perceptions of climate change.&#8221; 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.<\/li>\n<li><strong>Ebrahimi, A.<\/strong>, Kenny, S. and Mohammadi, M. (2018). &#8220;On bending performance of additively manufactured steel catenary riser (SCR) &#8211; Effect of welding residual stress on bending strain capacity.&#8221; Proc., OMAE-77055:8p.<\/li>\n<li>Kenny, S., Dupr\u00e9, K.\u00a0and <strong>McEvoy, A.<\/strong> (2018). &#8220;Climate change considerations within the asset management of core infrastructure for rural Ontario municipalities &#8211; An initial assessment.&#8221; Proc., CSCE-GC126:10p.<\/li>\n<li><strong>Marcotte, G.<\/strong>, Kenny, S. and Sivathayalan, S. (2017). &#8220;Centrifuge modeling of lateral-axial oblique loading on buried pipelines in cohesionless soil.&#8221; Proc., GeoOttawa-428:8p.<\/li>\n<li><strong>McDonald, R.P.<\/strong>, Van Geel, P.J. and Kenny, S. (2017). &#8220;Predicting the mechanical behaviour of solid waste using numerical methods in landfill applications.&#8221; Proc., GeoOttawa-599:8p.<\/li>\n<li><strong>Nakhostin, E.<\/strong>, Kenny, S. and Sivathayalan, S. (2017). &#8220;Examination of buried corrugated metal culvert failure mechanisms using finite elements methods.&#8221; Proc., GeoOttawa-447:8p.<\/li>\n<li>Kenny, S., Gordon, R. and Swank, G. (2016). \u201cAlternative compressive strain capacity performance limits for strain based design applications.\u201d Proc., IPC2016-64578:10p.<\/li>\n<li><strong>Huo, X.<\/strong>, Kenny, S., and Hussein, A. (2016). \u201cEvaluation of back-bevel and counterbore-taper unequal wall thickness transition joint designs.\u201d Proc., IPC2016-64390:12p.<\/li>\n<li><strong>Roy, K.<\/strong>, Hawlader, B., Kenny, S. and Moore, I.D. (2016). \u201cA comparative study between lateral and upward anchor-soil and pipe-soil interaction in dense sand.\u201d Proc., IPC2016-64546:7p.<\/li>\n<li><strong>Roy, K.<\/strong>, Hawlader, B., and Kenny, S. and Moore, I. (2016). \u201cFinite element analysis of strip anchors buried in dense sand subjected to lateral loading.\u201d Proc., ISOPE-I-16-463:6p.<\/li>\n<li><strong>Roy, K.<\/strong>, Hawlader, B., and Kenny, S. and Moore, I. (2015). \u201cSoil failure mechanism for lateral and upward pipeline-soil interaction analysis in dense sand.\u201d Proc., GEOQu\u00e9bec-334:9p.<\/li>\n<li>Kenny, S., <strong>Debnath, P.<\/strong>, <strong>Pike, K.<\/strong>, and Hawlader, B. (2015). \u201cIntegrated framework in support of pipeline engineering design for geohazards.\u201d Proc., GEOQu\u00e9bec-749:8p.<\/li>\n<li><strong>Ebrahimi, A.<\/strong>, Kenny, S. and Hussein, A. (2015). \u201cParameters influencing the radial instability and birdcaging mechanism for subsea flexible pipe.\u201d, Proc., ISOPE-I-15-211:21-26.<\/li>\n<li><strong>Roy, K.S.<\/strong>, Hawlader B.C., Kenny, S. and Moore, I. (2015). \u201cEffects of post-peak softening behavior of dense sand on lateral and upward displacement of buried pipelines.\u201d Proc., OMAE-42138:10p.<\/li>\n<li>Kenny, S., Kazemi, K., Wang, J., Jodoin, T., and Goldak, J. (2014). \u201cThe effect of girth welds on local buckling response and strain based design of pipelines.\u201d Proc., 5<sup>th<\/sup> Annual Canadian Welding Association Conference, CanWeld &#8211; IIW Congress, 16p.<\/li>\n<li><strong>Hanif, W.<\/strong>, and Kenny, S. (2014). \u201cMechanical damage and fatigue assessment of dented pipelines using FEA.\u201d Proc., IPC-33445:10p.<\/li>\n<li><strong>Brazil, N.<\/strong>, Nakhla, S. and Kenny, S. (2014). \u201cDeployable oil dispersant system for fixed wing aircraft.\u201d Proc., OCEANS, 9p.<\/li>\n<li><strong>Huo, X.<\/strong>, Kenny, S. and Martens, M. (2014). \u201cMechanical integrity evaluation of unequal wall thickness transition joints in transmission pipelines.\u201d Proc., IPC-33141:9p.<\/li>\n<li><strong>Brazil, N.<\/strong>, Nakhla, S. and Kenny, S. (2014). \u201cDynamic analysis of a deployable oil dispersant system for fixed wing aircraft.\u201d Proc., IAEC, 10p.<\/li>\n<li><strong>Roy, K.S.<\/strong>, Hawlader B.C., Kenny, S. and Moore, I. (2014). \u201cFinite element modeling of uplift pipeline\/soil interaction in dense sand.\u201d Proc., Geohazards6:8p.<\/li>\n<li><strong>Pike, K.<\/strong>, Kenny, S., Hawlader, B. and Moore, I. (2014). \u201cEffects of geohazards on energy pipelines: Technology framework supporting engineering design and emerging tools.\u201d Proc., Geohazards6:10p.<\/li>\n<li><strong>Roy, K.S.<\/strong>, Hawlader, B.C. and Kenny, S. (2014). \u201cInfluence of low confining pressure in modeling of lateral pipeline\/soil interaction in dense sand.\u201d Proc., OMAE-24601:9p.<\/li>\n<li><strong>Haq, M.<\/strong> and Kenny, S. (2014). \u201cAssessment of parameters influencing lateral buckling of deep subsea pipe-in-pipe system using finite element modeling.\u201d Proc., OMAE-23731:12p.<\/li>\n<li><strong>Dawood, A.<\/strong> and Kenny, S. (2014). \u201cA parametric study on the influence of imperfections on pipe mechanical response during bending in reel-lay installation using finite element methods.\u201d Proc., OMAE-24250:9p.<\/li>\n<li><strong>Cooke, N.<\/strong> and Kenny, S. (2014). \u201cComparative study on the collapse response of flexible pipe using finite element methods.\u201d Proc., OMAE-23306:10p.<\/li>\n<li><strong>Bakhtyar, F.<\/strong> and Kenny, S. (2014). \u201cDevelopment of a fatigue life assessment tool for pipelines with local wrinkling through physical testing and numerical modeling.\u201d Proc., OMAE-24082:10p.<\/li>\n<li><strong>Dawood, A.<\/strong>and Kenny, S. (2013). \u201cFinite element method simulating the pipeline mechanical response during reel-lay installation.\u201d Proc., OMAE2013-10555:7p.<\/li>\n<li><strong>Hanif, W.<\/strong> and Kenny, S. (2013). \u201cAssessment of parameters influencing mechanical response of constrained and unconstrained dents using finite element modeling.\u201d Proc., OMAE2013-10762:10p.<\/li>\n<li><strong>Haq, M.<\/strong>and Kenny, S. (2013). \u201cLateral buckling response of subsea HTHP pipelines using finite element methods.\u201d Proc., OMAE2013-10585:8p.<\/li>\n<li><strong>Bakhtyar, F.<\/strong> and Kenny, S. (2013). \u201cDevelopment of a fatigue life assessment tool for pipelines with local wrinkles.\u201d Proc., OMAE2013-10556:9p.<\/li>\n<li><strong>Hanif, W.<\/strong> and Kenny, S. (2013). \u201cMechanical integrity and defect of offshore pipeline systems using finite element modelling.\u201d Proc., Pipeline Technology Conference.<\/li>\n<li><strong>Pike, K.<\/strong>, Kenny, S. and Hawlader, B. (2013). \u201cAdvanced analysis of pipe\/soil interaction accounting for strain localization.\u201d Proc., CSCE GeoMontreal-305:6p.<\/li>\n<li><strong>Burden, J.<\/strong>, Kenny, S. and Phillips, R. (2013). \u201cPreliminary analysis of ice interaction with subsea infrastructure and the seabed.\u201d Proc., POAC13-085:10p.<\/li>\n<li><strong>Fatemi, A.<\/strong> and Kenny, S. (2012). \u201cOvality of high-strength linepipes subject to combined loads.\u201d Proc., ATC, OTC-23783, 11p.<\/li>\n<li><strong>Hanif, W.<\/strong> and Kenny, S. (2012). \u201cPipeline mechanical damage assessment using finite element methods.\u201d Proc., ATC, OTC-23779, 11p.<\/li>\n<li><strong>Pike, K.<\/strong>, Kenny, S., Kavanagh, K and Jukes, P. (2012). \u201cPipeline engineering solutions for harsh arctic environments: Technology challenges and constraints for advanced numerical simulations.\u201d Proc., ATC, OTC-23734:9p.<\/li>\n<li><strong>Pike, K.<\/strong> and Kenny, S. (2012). \u201cNumerical pipe\/soil interaction modelling: Sensitivity study and extension to ice gouging.\u201d Proc., ATC, OTC-23731, 8p.<\/li>\n<li><strong>Rossiter, C.<\/strong> and Kenny, S. (2012). \u201cEvaluation of lateral-vertical pipe\/soil interaction in clay.\u201d Proc., OTC-23735:13p.<\/li>\n<li><strong>Drover, E.<\/strong> and Kenny, S. (2012). \u201cFinite element modelling of iceberg interaction with subsea protective structures and the seabed.\u201d Proc., ATC, OTC-23760, 11p.<\/li>\n<li><strong>Pike, K.<\/strong> and Kenny, S. (2012). \u201cLateral-axial pipe\/soil interaction events: Numerical modelling trends and technical issues.\u201d Proc., IPC2012-90055, 6p., doi: <a href=\"https:\/\/doi.org\/10.1115\/IPC2012-90055\">IPC2012-90055<\/a><\/li>\n<li>Kenny, S., Hawboldt, K., James, L., <strong>Pan, Y.<\/strong> and <strong>Cai, J.<\/strong> (2012). \u201cPipeline transportation systems for carbon capture and sequestration (CCS) strategies: Observations and technology issues.\u201d Proc., The Third International Forum on Transportation of CO2 by Pipeline:20p.<\/li>\n<li><strong>Pike, K.<\/strong> and Kenny, S. (2012). \u201cAdvanced continuum modeling of the ice gouge process: Assessment of keel shape effect and geotechnical data.\u201d Proc., ISOPE-12-TPC-0464:7p.<\/li>\n<li><strong>Fatemi, A.<\/strong> and Kenny, S. (2012). \u201cCharacterization of initial geometric imperfections for pipelines and influence on compressive strain capacity.\u201d Proc., ISOPE-12-TPC-0304:7p.<\/li>\n<li><strong>Drover, E.<\/strong> and Kenny, S. (2012). \u201cBounds on iceberg motions during contact with subsea equipment and the seabed.\u201d Proc., ISOPE-12-TPC-0465:7p.<\/li>\n<li><strong>Rossiter, C.<\/strong> and Kenny, S. (2012). \u201cAssessment of ice\/soil interactions: Continuum modeling in clays.\u201d Proc., ISOPE-12-TPC-0304:8p.<\/li>\n<li><strong>Seo, D.<\/strong>, Kenny, S., and Hawlader, B. (2011). \u201cYield envelopes for oblique pipeline\/soil interaction in cohesive soil using ALE procedure.\u201d Proc., Pan-Am CGS-845, 9p.<\/li>\n<li><strong>Daiyan, N.<\/strong>, Kenny, S., Phillips, R., and Popescu, R. (2011). \u201cNumerical investigation of axial-vertical pipeline\/soil interaction in sand.\u201d Proc., Pan-Am CGS-233, 9p.<\/li>\n<li><strong>Pike, K.<\/strong>, Kenny, S. and Hawlader, B. (2011). \u201cAdvanced Numerical Simulations of Ice Gouge Events and Implications for Engineering Design.\u201d POAC11-100, 10p.<\/li>\n<li><strong>Caines, J.<\/strong>, Paulin, M. and Kenny, S. (2011). \u201cAn engineering assessment of ice gouge statistics and recommended statistical distributions for extreme ice gouge parameter estimation.\u201d Proc., POAC11-094:10p.<\/li>\n<li><strong>Fatemi, A.<\/strong> and Kenny, S. (2011). \u201cContinuum modelling framework for local buckling response of plain and girth welded pipes.\u201d Proc., OTC-21998-PP, 10p.<\/li>\n<li><strong>Pike, K.<\/strong>, and Kenny, S. (2011). \u201cAdvancement of CEL procedures to analyze large deformation pipeline\/soil interaction events.\u201d Proc., OTC-22004-PP, 10p.<\/li>\n<li><strong>Jukes, P.<\/strong>, Kenny, S., Panapitiya, U., Jafri, S. and Eltaher, A. (2011). \u201cArctic and harsh environment pipeline trenching technologies and challenges.\u201d Proc., ATC, OTC-22083, 11p.<\/li>\n<li><strong>Pike, K.<\/strong>, Seo, D. and Kenny, S. (2011). \u201cContinuum modelling of ice gouge events: Observations and assessment.\u201d Proc., ATC, OTC-22097, 12p.<\/li>\n<li><strong>Daiyan, N.<\/strong>, Kenny, S., Phillips, R. and Popescu, R. (2010). \u201cNumerical investigation of oblique pipeline\/soil interaction in sand.\u201d Proc., IPC2010-31644, 6p.<\/li>\n<li><strong>Daiyan, N.<\/strong>, Kenny, S., Phillips, R. and Popescu, R. (2010). \u201cInvestigation of axial\/lateral interaction of pipes in dense sand.\u201d Proc., ICPMG, 6p.<\/li>\n<li><strong>Fatemi, A.<\/strong>, Kenny, S., Taheri, F., Duan, D.-M., and Zhou, J. (2010). \u201cEnd boundary effects on local buckling response of high strength linepipe.\u201d Proc., IPC2010-31397, 8p.<\/li>\n<li><strong>Mahdavi, H.<\/strong>, Kenny, S., Phillips, R. And Popescu, R. (2010). \u201cEffect of soil restraint on the buckling response of buried pipelines.\u201d Proc., IPC2010-31617, 10p.<\/li>\n<li><strong>Barrett, J.<\/strong>, Kenny, S. and Phillips, R. (2009). \u201cEffects of girth weld on the local buckling response of conventional grade pipelines.\u201d Proc., OMAE2009-79394, 8p.<\/li>\n<li><strong>Barrett, J.<\/strong>, Kenny, S. and Phillips, R. (2009). \u201cInvestigation on the buckling behaviour of girth welded pipelines.\u201d Proc., CSCE, IEMM-008, 10p.<\/li>\n<li><strong>Caines, J.<\/strong>, Kenny, S. and Paulin, M. (2009). \u201cEngineering assessment of ice gouge statistics from the Canadian and American arctic oceans\u201d Proc., CSCE, IHSC-004,10p.<\/li>\n<li><strong>Daiyan, N.<\/strong>, Kenny, S., Phillips, R. and Popescu, R. (2009). \u201cParametric study on axial-lateral pipeline\/soil interaction events in clay.\u201d Proc., CSCE, IEMM-005, 10p.<\/li>\n<li><strong>Fatemi, A.<\/strong>, Kenny, S., Sen, M., Zhou, J., Taheri, F. and Paulin, M. (2009). \u201cInfluence of Material and Geometric Imperfections on the Local Buckling Response of Plain and Girth Weld High Strength Linepipe.\u201d Proc., 5<sup>th<\/sup> Pipeline Technology Conference, PIPE-56, 22p.<\/li>\n<li><strong>Fatemi, A.<\/strong>, Kenny, S., Sen, M., Zhou, J., Taheri, F. and Paulin, M. (2009). \u201cParameters affecting the buckling and post-buckling behaviour of high strength pipelines.\u201d Proc., OMAE2009-79578, 9p.<\/li>\n<li><strong>Mahdavi, H.<\/strong>, Kenny, S., Phillips, R. and Popescu, R. (2009). \u201cEffect of embedment ratio on buried pipelines subject to combined loading.\u201d Proc., CGS, 7p.<\/li>\n<li><strong>Mahdavi, H.<\/strong>, Kenny, S., Phillips, R. and Popescu, R. (2009). \u201cComprehensive parametric study on local buckling response of buried pipelines.\u201d Proc., CSCE, GC-026, 10p.<\/li>\n<li>Barling, J. Dupr\u00e9, K.E., Kavanagh, J.M., Kenny, S., Khan, F. and Veitch, B. (2008) \u201cThe Integration of High Performance Work Systems and Workplace Safety in the Oil and Gas Industry.\u201d Proc., SPE-111573, 23p.<\/li>\n<li><strong>Mahdavi, H.<\/strong>, Kenny, S., Phillips, R. And Popescu, R. (2008). \u201cInfluence of geotechnical loads on local buckling behavior of buried pipelines.\u201d Proc., IPC2008-64054, 9p.<\/li>\n<li><strong>Al-Showaiter, A.<\/strong>, Taheri, F. and Kenny, S. (2008). \u201cInfluence of pipeline misalignment on the local buckling response.\u201d Proc., IPC2008-64004, 9p.<\/li>\n<li><strong>Fatemi, A.<\/strong>, Kenny, S., Sen, M., Zhou, J., Taheri, F. and Paulin, M. (2008). \u201cInvestigations on the local buckling response of high strength linepipe.\u201d Proc., IPC2008-64407, 9p.<\/li>\n<li>Paulin, M., Kenny, S., Palmer, A., Been, K. and Caines, J. (2008). \u201cOffshore pipelines in cold regions &#8211; Environmental loadings and geotechnical considerations.\u201d Proc., ICETECH08-176-R0, 8p.<\/li>\n<li>Kenny, S., <strong>Barrett, J.<\/strong>, Phillips, R. and Popescu, R. (2007). \u201cIntegrating geohazard demand and structural capacity modelling within a probabilistic design framework for offshore arctic pipelines.\u201d Proc., ISOPE2007-SBD-03, 9p.<\/li>\n<li><strong>Fatemi, A.<\/strong>, Kenny, S., and Taheri, F. (2007). \u201cContinuum finite element methods to establish compressive strain limits for offshore pipelines in ice gouge environments.\u201d Proc., OMAE2007-29152, 7p.<\/li>\n<li>Kenny, S., Phillips, R., Clark, J. and Nobahar, A. (2005). \u201cPRISE numerical studies on subgouge deformations and pipeline\/soil interaction analysis.\u201d Proc., POAC, 10p.<\/li>\n<li>Phillips, R., Clark, J. and Kenny, S. (2005). \u201cPRISE studies on gouge forces and subgouge deformations.\u201d Proc., POAC, 10p.<\/li>\n<li>Kenny, S., Bruce, J., King, T., McKenna, R., Nobahar, A. and Phillips, R. (2004). \u201cProbabilistic design methodology to mitigate ice gouge hazards for offshore pipelines.\u201d IPC04-0527, 9p.<\/li>\n<li>Kenny, S., Phillips, R., McKenna, R. and Clark, J.I. (2000). \u201cResponse of buried arctic marine pipelines to ice gouge events.\u201d Proc., OMAE00-5001, 8p.<\/li>\n<li>Newbury, S., Shih, L. Y., Browne, R.P., Revill, C. R., Kenny, S. and Zheng, Y (1993). \u201cExperimental and theoretical evaluation of hydrodynamic pressure during non-contact propeller\/ice interaction.\u201d Proc., 2<sup>nd<\/sup> Canadian Marine Dynamics Conference, IR-1993-15.<\/li>\n<\/ol>\n<p><span style=\"text-decoration: underline;\"><strong>Invited Presentations<\/strong><\/span><\/p>\n<ol>\n<li>Kenny, S. (2020). 2020 OGRA Conference &#8211; Vision for a Prosperous Tomorrow, &#8220;Workshop: The State of Infrastructure &#8211; Climate Change Effects on Asset Performance and Service Delivery&#8221;, February 23-26, Toronto Canada. Invited workshop presentation on climate change effects on core civil infrastructure. <a href=\"https:\/\/carleton.ca\/geirg\/wp-content\/uploads\/2020-OGRA-Kenny-2020-02-25.pdf\">2020 OGRA &#8211; Kenny (2020 02 25)<\/a>, doi: <a href=\"http:\/\/10.13140\/RG.2.2.22667.23846\">10.13140\/RG.2.2.22667.23846<\/a>.<\/li>\n<\/ol>\n<p><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Google Scholar &#8211; Shawn Kenny Note: Names in boldface font are\u00a0Highly Qualified Personnel (HQP) including graduate students and post-doctoral fellows Journals (29 Published) Nakhostin, E., Kenny, S. and Sivathayalan, S. (2022). &#8220;A Numerical study of erosion void and corrosion effects on the performance of buried corrugated Steel culverts.&#8221; J. Eng. Struct., 260:114217, 14p., doi: 1016\/j.engstruct.2022.114217. [&hellip;]<\/p>\n","protected":false},"author":4,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_relevanssi_hide_post":"","_relevanssi_hide_content":"","_relevanssi_pin_for_all":"","_relevanssi_pin_keywords":"","_relevanssi_unpin_keywords":"","_relevanssi_related_keywords":"","_relevanssi_related_include_ids":"","_relevanssi_related_exclude_ids":"","_relevanssi_related_no_append":"","_relevanssi_related_not_related":"","_relevanssi_related_posts":"","_relevanssi_noindex_reason":"","_mi_skip_tracking":false,"_exactmetrics_sitenote_active":false,"_exactmetrics_sitenote_note":"","_exactmetrics_sitenote_category":0,"footnotes":"","_links_to":"","_links_to_target":""},"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v21.2 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Publications - Geotechnical Engineering and Infrastructure Research Group<\/title>\n<meta name=\"description\" content=\"A multidisciplinary research group examining the relationship between geohazards, resilient civil infrastructure and the natural environment.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/carleton.ca\/geirg\/publications\/\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"16 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/carleton.ca\/geirg\/publications\/\",\"url\":\"https:\/\/carleton.ca\/geirg\/publications\/\",\"name\":\"Publications - 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