Daniel G. Linzell, Ph.D., P.E.
Shaw Professor
Research and Publications
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Research - Bridges, Research - Force Protection, Research - Other Topics
Publications - Bridges, Publications - Force Protection, Publications - Other Topics
CURRENT RESEARCH PROJECTS - Bridges
COMPLETED RESEARCH PROJECTS - Bridges
Field Monitoring of Bridge #21, Chester County, PA
Primary Investigator
Funding Agency/Group: Chester County, PA
Funding Amount: $6200
Student(s) Involved: Deanna Nevling, Elizabeth Norton, Adrian Kolias
Evaluation of Level of Analysis Methodologies for Horizontally Curved I-Girder Bridges through Comparison with Measured Response of an In-Service
Structure - Phase 1: Literature Search, Definition of Analysis Methods, Preliminary Analysis
Primary Investigator
Funding Agency/Group: Professional Services Industries, Inc. (PSI) for the Federal Highway Administration's Turner-Fairbank Highway Research
Funding Amount: $38369
Student(s) Involved: Deanna Nevling
The Effect of Cross-Frame Geometry on the Dynamic Response of Curved Steel I-Girder Bridges During Construction
Primary Investigator
Funding Agency/Group: Unfunded
Funding Amount: $0
Student(s) Involved: Hathairat Maneetes
Prediction of Movement and Stresses in Curved and Skewed Bridges - Phase I
Primary Investigator
Funding Agency/Group: Pennsylvania Department of Transportation
Funding Amount: $349982
Student(s) Involved: John Lobo, Dave DePolo, Aaron Bennett
Methodology to Predict Movement and Stresses in Integral Abutments - Phase I
Co-Primary Investigator
Funding Agency/Group: Pennsylvania Department of Transportation
Funding Amount: $375574
Student(s) Involved: Jolene Fennema (advised by J. Laman), Charles Leighty (advised by J. Laman)
Evaluation of Level of Analysis Methodologies for Horizontally Curved I-Girder Bridges through Comparison with Measured Response of an In-Service
Structure - Phase 2: Model Calibration, Field Testing, Analytical Study
Primary Investigator
Funding Agency/Group: Professional Services Industries, Inc. (PSI) for the Federal Highway Administration's Turner-Fairbank Highway Research
Funding Amount: $134866
Student(s) Involved: Deanna Nevling
Interstate 99 Interim Research Activities
Co-Primary Investigator
Funding Agency/Group: Pennsylvania Department of Transportation
Funding Amount: $410671
Student(s) Involved: Aaron Bennett, Dave DePolo, Deanna Nevling
Verification of Design Criteria for High Performance Steel Bridge Girders
Consultant
Funding Agency/Group: Ohio Department of Transportation
Funding Amount: $167092
Student(s) Involved: Tze-Wei Choo
Prediction of Movement and Stresses in Curved and Skewed Bridges
Primary Investigator
Funding Agency/Group: Pennsylvania Department of Transportation
Funding Amount: $123787
Student(s) Involved: Deanna Nevling, Andy Kubic, Venkata Nadakuditi
Guidelines for Analyzing Curved and Skewed Bridges and Designing them for Construction
Primary Investigator
Funding Agency/Group: Pennsylvania Department of Transportation
Fundng Amount: $408252
Student(s) Involved: Chien Chung Chen, Andrew Coughlin, Deanna Nevling, Junwon Seo, Mohammad Sharafbayani
CURRENT RESEARCH PROJECTS - Force Protection
Research, Development, Testing and Evaluation (RDT&E) of Vehicle Anti-RAM Barriers
Co-Primary Investigator
Funding Agency/Group: U.S. Department of State
Funding Amount: Cooperative Agreement with $6,976,672 ceiling over 5 yrs.
Student(s) Involved: Kendra Jones, Scott Kinney, Eddie O'Hare, Chris Noveral, Lynsey Reese
COMPLETED RESEARCH PROJECTS - Force Protection
Testing of Reinforced Concrete Beams
Primary Investigator
Funding Agency/Group: U.S. Army Phase II SBIR (for Carlyle Consulting)
Funding Amount: $119,559
Student(s) Involved: Mohammad Sharafbayani
CTC Static Load Pressure Testing
Primary Investigator
Funding Agency/Group: Concurrent Technologies Corporation
Funding Amount: $139391
Student(s) Involved: Todd Rasey
ARA Heavy Window Assembly State Load Pressure Testing
Primary Investigator
Funding Agency/Group: Applied Research Associates
Funding Amount: $66671
Student(s) Involved: Todd Rasey
Computational Chemistry of Explosions, Blasts and their Neutralization
Co-Primary Investigator
Funding Agency/Group: Office of Naval Research
Funding Amount: $622000
Student(s) Involved: Chien Chung Chen
Protective Technology Research, Development and Implementation in Support of DOD Force Protection Needs
Investigator
Funding Agency/Group: U.S. Department of Defense
Funding Amount: $3510000
Student(s) Involved: Tapan Sabuwala
CURRENT RESEARCH PROJECTS - Other
Portfolio Analysis and Risk Assessment - Incremental Sheet Forming
Primary Investigator
Funding Agency/Group: Department of the Navy, Naval Sea Systems Command, through Penn State's Applied Research Laboratory
Funding Amount: $85701
Student(s) Involved: James Palmer
COMPLETED RESEARCH PROJECTS - Other
The Impact of Marcellus Gas Development on the Rural Transportation Infrastructure
Co-Primary Investigator
Funding Agency/Group: PSU Marcellus Initiative for Outreach and Research
Funding Amount: $57500
Student(s) Involved: Shane Murphy
Laboratory Testing of SuperLocTM Composite Sheetpiling, Phase I
Primary Investigator
Funding Agency/Group: Creative Pultrusions, Inc.
Funding Amount: $10000
Student(s) Involved: Timothy Nicholoson, Michael Piepoli
Laboratory Testing of SuperLocTM Composite Sheetpiling, Phase II
Primary Investigator
Funding Agency/Group: Creative Pultrusions, Inc.
Funding Amount: $5000
Student(s) Involved: Michael Padula, John Schwarzmeier
Laboratory Testing of SuperLocTM Composite Sheetpiling, Phase III
Primary Investigator
Funding Agency/Group: Creative Pultrusions, Inc.
Funding Amount: $8000
Student(s) Involved: Dave DePolo, Tom Porter, Nick Remington
Laboratory Testing of SuperLocTM Composite Sheetpiling, 2004
Primary Investigator
Funding Agency/Group: Creative Pultrusions, Inc.
Funding Amount: $3000
Student(s) Involved: Justin Ross, Dave DePolo
Collarless Construction Instrumentation
Primary Investigator
Funding Agency/Group: Office of Naval Research through Penn State's Applied Research Laboratory
Funding Amount: $38583
Student(s) Involved: Matt Kostick, Deanna Nevling, Justin Ross, Jason Shura
Evaluation Study of Algrip Slip Resistant Flooring Products
Co-Primary Investigator
Funding Agency/Group: Ross Technologies Corp.
Funding Amount: $24780
Dynamic Load Effects of Motorsport Vehicles, Phase I
Co-Primary Investigator
Funding Agency/Group: ClearChannel Communications
Funding Amount: $7673
Collarless Construction Fatigue Testing
Primary Investigator
Funding Agency/Group: Office of Naval Research through Penn State's Applied Research Laboratory
Funding Amount: $71837
Student(s) Involved: Deanna Nevling, Richard Myers, Andy Kubic, Bob Johnson
Lascor Strength Testing
Primary Investigator
Funding Agency/Group: Office of Naval Research through Penn State's Applied Research Laboratory
Funding Amount: $100000
Student(s) Involved: Richard Myers, Andy Kubic, Bob Guyer
Concurrent Technologies Purchase Order No. 070500311
Primary Investigator
Funding Agency/Group: Concurrent Technologies Corporation
Funding Amount: $5904
Student(s) Involved: Bob Guyer
Portable Sign Crash Test
Co-Primary Investigator
Funding Agency/Group: Pennsylvania Department of Transportation
Funding Amount: $169400
Student(s) Involved: Junwon Seo
(Click on refereed journal article titles for an electronic version of the manuscript)
Refereed Journal Articles - Bridges
Sharafbayani, M. and Linzell, D.G., “Effect of Temporary Shoring Location on Horizontally Curved Steel I-Girder Bridges during Construction,” ASCE Journal of Bridge Engineering, v17, n3, May 2012, pp. 537-546.
Kim, W.-S., Laman, J.A. and Linzell, D.G., “Prediction of Concrete Integral Abutment Bridge Unrecoverable Displacements,” American Concrete Institute Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Research to Practice, SP-284-11, 20 pp., March 2012.
He, X.H., Sheng, X.W., Scanlon, A., Linzell, D.G. and Yu, X.D., “Skewed Concrete Box Girder Bridge Static and Dynamic Testing and Analysis,” Engineering Structures, v39, pp. 38-49, 2012.
Seo, J. and Linzell, D.G., “Horizontally Curved Steel Bridge Seismic Vulnerability Assessment,” Engineering Structures, v34, pp. 21-32, 2012.
Sharafbayani, M., Linzell, D.G. and Chen, C.-C., “Web Plumb Influence on Skewed I-girder, Steel Bridges during Construction,” Bridge Structures, v7, pp. 115-122, 2011.
Nevling, D.L. and Linzell, D.G., “Curved Girder Deformation Prediction Effectiveness using First Order, Linear Geometric Finite Element Models,” ASCE Practice Periodical on Structural Design and Construction, v16, n2, pp. 56-61, May 2011.
Linzell, D.G. and Nadakuditi, V.P., “Parameters Influencing Seismic Response of Horizontally Curved, Steel, I-Girder Bridges,” Steel and Composite Structures, v11, n1, 2011, pp. 21-38.
Seo, J. and Linzell, D.G., “Probabilistic Vulnerability Scenarios for Horizontally Curved, Steel, I-Girder Bridges under Earthquake Loads,” Transportation Research Record: Journal of the Transportation Research Board, No. 2202, 2010, pp. 206-211.
Linzell, D.G. and Shura, J.F., “Erection behavior and grillage model accuracy for a large radius curved bridge,” Journal of Constructional Steel Research, v66, 2010, pp. 342-350.
Kayser, C.R., Swanson, J.A. and Linzell, D.G., “Resistance of HPS-485W (70W) Welded Butt-Splice Connections Using Narrow Gap Improved Electroslag Welding,” ASCE Journal of Bridge Engineering, v14, n5, November/December 2009, pp. 529-536.
DePolo, D.S. and Linzell, D.G., “Evaluation of Live-Load Lateral Flange Bending Distribution for a Horizontally Curved I-Girder Bridge,” ASCE Journal of Bridge Engineering, v13, n5, September/October 2008, pp. 501-508.
Kim, W.S., Laman, J.A. and Linzell, D.G., “Live Load Radial Moment Distribution for Horizontally Curved Bridges,” ASCE Journal of Bridge Engineering, v12, n6, November 2007, pp. 727-736.
Bell, B. and Linzell, D., “Erection Procedure Effects on Deformations and Stresses in a Large Radius, Horizontally Curved, I-Girder Bridge,” ASCE Journal of Bridge Engineering, v12, n1, July 2007, pp. 467-476.
Kayser C.R., Swanson, J.A. and Linzell, D.G., “Fatigue Resistance of HPS-485W (70W) Continuous Plate with Punched Holes,” ASCE Journal of Bridge Engineering, v12, n1, January/February 2007, pp.98-104.
Nevling, D., Linzell, D. and Laman, J., “Examination of Level of Analysis Accuracy for Curved I-Girder Bridges through Comparisons to Field Data,” ASCE Journal of Bridge Engineering, v11, n2, March/April 2006, pp 160-168.
Kayser C.R., Swanson, J.A. and Linzell, D.G., “Characterization of Material Properties of HPS-485W (70W) TMCP for Bridge Girder Applications,” ASCE Journal of Bridge Engineering, v11, n1, January/February 2006, pp.99-108.
Domalik, D.E., Shura, J.F. and Linzell, D.G., “Design and Field Monitoring of Horizontally Curved Steel Plate Girder Bridge,” Transportation Research Record, Journal of the Transportation Research Board No. 1928, pp. 83-91, 2005.
Paul, M., Laman, J.A. and Linzell, D.G., “Thermally Induced Superstructure Stresses in Prestressed Girder Integral Abutment Bridges,” Transportation Research Record: Journal of the Transportation Research Board, CD 11-S, 2005, pp. 287-297.
Fennema, J.H., Laman, J.A. and Linzell, D.G., “Predicted and Measured Response of an Integral Abutment Bridge,” ASCE Journal of Bridge Engineering, v10, n6, November/December 2005, pp. 666-677.
Choo, T., Linzell, D., Lee, J. and Swanson, J., “Response of a Continuous, Skewed, High Performance Steel, Semi-Integral Abutment Bridge during Deck Placement,” Journal of Constructional Steel Research, v61, n5, May 2005, pp. 567-586.
Linzell, D.G., Leon R.T. and Zureick, A.H., “Experimental and Analytical Studies of a Horizontally Curved Steel I-Girder Bridge during Erection,” ASCE Journal of Bridge Engineering, v9, n6, November/December 2004, pp. 521-530.
Linzell, D.G., Hall, D.H. and White, D.W., “A Historical Perspective on Horizontally Curved I-Girder Bridge Design in the United States,” ASCE Journal of Bridge Engineering, v9, n3, May 2004, pp. 218-229.
Linzell, D.G., Zureick, A. and Leon, R.T., “Comparison of Measured and Predicted Response of Manufactured Circular Steel Tubular Members Under Concentric and Eccentric Compressive and Tensile Loads,” Engineering Structures, v25, n8, August 2003, pp. 1019-1031.
Linzell, D.G., Zureick, A.H. and Leon, R.T. "Instrument Planning and Validation for Full-Scale Bridge Testing,” Experimental Techniques, v27, n3, pp. 29-33, May/June 2003.
Maneetes, H. and Linzell, D.G., “Cross Frame and Lateral Bracing Influence on Curved Steel Bridge Free Vibration Response,” Journal of Constructional Steel Research, v59, 2003, pp. 1101-1117.
Norton, E.K., Linzell, D.G., and Laman, J.A., “Examination of the Response of a Skewed Steel Bridge Superstructure During Deck Placement,” Transportation Research Record, Journal of the Transportation Research Board No. 1845, pp. 66-75, 2003.
Linzell, D.G. Nevling, D.L., Kollias, A.A. and Laman, J.A. "Experimental and Numerical Response of a 1915 Riveted Through-Girder Bridge,” Transportation Research Record, Journal of the Transportation Research Board No. 1814, Paper No. 02-2277, pp. 127-134, 2002.
Linzell, D.G., “The Role of Computer Models in Large-Scale Bridge Laboratory Tests,” Computer-Aided Civil and Infrastructure Engineering, v16, n6, November, 2001.
Zureick, A., Linzell, D., Leon, R. T., and Burrell, J., "Curved Steel Bridges: Experimental and Analytical Studies," Engineering Structures, v22, n2, February, 2000.
Refereed Conference Proceedings - Bridges
He, X.-H., Sheng, X.-W., Scanlon, A. and Linzell, D., “Behavior of Skewed Concrete Box Girder Bridge under Static and Dynamic Loading,” Bridge Maintenance, Safety, Management, Resilience and Sustainability, Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Management, Stresa, Lake Maggiore, Italy, July 8-12, 2012, pp. 2413-2418.
Murphy, S. and Linzell, D., “Skewed Steel Bridge Cross-Frame Live Load Performance,” Safety, Management, Resilience and Sustainability, Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Management, Stresa, Lake Maggiore, Italy, July 8-12, 2012, pp. 2419-2426.
Shura, J.F. and Linzell, D.G., “Behavior of a Horizontally Curved Steel Plate Girder Bridge during Steel Erection and Deck Placement,” Proceedings of the Transportation Research Board 85th Annual Meeting, Washington D.C., January 22-26, 2006, 16 pp.
DePolo, D.S. and Linzell, D.G., “Evaluation of Live Load Lateral Flange Bending Distribution for a Horizontally Curved I-Girder Bridge,” Proceedings of the Transportation Research Board 84th Annual Meeting, Washington D.C., January 9-13, 2005, 27 pp.
Domalik, D.E., Shura, J.F. and Linzell, D.G., “The Design and Field Monitoring of a Horizontally Curved Steel Plate Girder Bridge,” Proceedings of the Transportation Research Board 84th Annual Meeting, Washington D.C., January 9-13, 2005, 22 pp.
Lobo, J.A. and Linzell, D.G., “Effects of Geometric Imperfections on Horizontally Curved Steel Bridges,” Proceedings of the Transportation Research Record, 83rd Annual Meeting, 2 pp, 2004.
Norton, E.K, Linzell, D.G. and Laman, J.A., “Examination of the Response of a Skewed Steel Bridge Superstructure During Deck Placement,” Proceedings of the Transportation Research Board 82nd Annual Meeting, Washington D.C., January 12-16, 2003, 28 pp.
Linzell, D.G., Nevling, D.L., Kollias, A.A. and Laman, J.A., “Experimental and Numerical Response of a 1915 Through-Girder Bridge,” Proceedings of the Transportation Research Board 81st Annual Meeting, Washington D.C., January 13-17, 2002, 22 pp.
Other Conference Proceedings - Bridges
Sharafbayani, M. and Linzell, D.G., "Optimizing cross frame plan orientation in a horizontally curved steel bridge – is it worth it," Structural Stability Research Council, Annual Stability Conference, 2012 Proceedings, Grapevine, Texas, April 17-20, 2012, 16 pp.
Linzell, D., Seo, J. and Nadakuditi, V., “Response of Curved Steel Bridges to Seismic Loading,” Proceedings of the Fifth International Conference on Bridge Maintenance, Safety and Management (IABMAS2010), Philadelphia, PA, July 11-15, 2010, pp.2376-2382.
Reese, L. and Linzell, D.G., “Critical Member Removal and Load Redistribution of a Deteriorated Truss Bridge,” International Bridge Conference 2010, March 2010, 8 pp.
Linzell, D.G. and Bennett, A., “Construction Response of a Skewed, Prestressed I-Girder Bridge,” Proceedings of the 2010 ASCE Structures Congress and Exposition, Orlando, FL, May, 2010.
Issa-el-Khoury, G., Linzell, D.G. and Geschwindner, L.F., "Bending and Shear Stiffness of Horizontally Curved Girders with Longitudinally Stiffened Webs," Structural Stability Research Council, Annual Stability Conference, 2010 Proceedings, Orlando, Florida, April 6-9, 2010, pp. 685-704.
Seo, J. and Linzell, D.G., “Examination of Horizontally Curved Steel Bridge Seismic Response," International Conference on Computational Design in Engineering (CODE2009). Seoul, Korea, November 3-6, 2009, pp. 615-618.
Seo, J.-W. and Linzell, D.G., “Earthquake Limit States for Curved Steel Bridges," Structural Stability Research Council, Annual Stability Conference, 2008 Proceedings, Nashville, TN, April 2-5, 2008, pp. 39-57.
Seo, J.-W. and Linzell, D. G., "Seismic Response of a Curved Steel I-Girder Bridge System Using a Simplified Model," 4th New York City Bridge Conference, New York, NY, August 27-28, 2007, 12 pp.
Domalik, D.E., Shura, J.F. and Linzell, D.G., “The Design and Field Monitoring of a Horizontally Curved Steel Plate Girder Bridge,” Official Proceedings of the 22nd Annual Meeting, The International Bridge Conference, Pittsburgh, PA, June 13-15, 2005, 8 pp.
Linzell, D.G. and Fleishman, J.M., “Effects of Unbraced Length on Vertical and Lateral Bending Stress Distribution in a Horizontally Curved, Steel, I-Girder Bridge,” Official Proceedings of the 22nd Annual Meeting, The International Bridge Conference, Pittsburgh, PA, June 13-15, 2005, 6 pp.
Linzell, D.G., "Summary of Recent Studies of Steel and P/S Bridge Behavior during Construction in Pennsylvania," 1st CSCE Specialty Conference on Infrastructure Technologies, Management and Policy, Toronto, Ontario, Canada, June 2-4, 2005, 10 pp.
Domalik, D.E., Shura, J.F. and Linzell, D.G., "The Design and Field Monitoring of a Horizontally Curved Steel Plate Girder Bridge," Structural Stability Research Council, Annual Stability Conference, 2005 Proceedings, Montreal, Quebec, Canada, April 6-9, 2005, pp. 165-184.
Linzell, D.G., Nevling, D.L., and Laman, J.A., “Numerical Study of Curved Steel Bridge Response under Traffic Loads - Comparison to Field Data,” Proceedings of the 2004 ASCE Structures Congress and Exposition, Nashville, TN, May, 2004, 2 pp.
Linzell, D.G., Laman, J.A. and Norton, E.K. “Effects of Deck Pour Sequencing on Girder Rotations in a Skewed Steel I-Girder Bridge during Construction,” 10th Annual Conference and Exhibition, Structural Faults and Repair - 2003, London, England, July 1-3 2003, 10 pp.
Nevling, D.L., Linzell, D.G. and Laman, J.A., “Field Assessment of Curved Steel Bridge Response Under Traffic and Controlled Loads,” Proceedings of the 2003 ASCE Structures Congress and Exposition, Seattle, WA, May 29-31, 2003, 2 pp.
Norton, E.K., Linzell, D.G. and Laman, J.A., “Response of a Severely Skewed Plate Girder Bridge Under Construction Loads,” Proceedings of the 2003 ASCE Structures Congress and Exposition, Seattle, WA, May 29-31, 2003, 2 pp.
Swanson, J.A. and Linzell, D.G., “Field Verification of Construction Procedures for Skewed Steel Bridges Through Monitoring of a HPS Bridge - Research in Progress,” Proceedings of the2003 ASCE Structures Congress and Exposition, Seattle, WA, May 29-31, 2003, 2 pp.
Linzell, D.G., Laman, J.A., Bell B.J. and Norton, E.K. “Examination of the Response of Curved and Skewed Steel Bridges During Construction,” Official Proceedings of the 19th Annual Meeting, The International Bridge Conference, Pittsburgh, PA, June 10-12, 2002, 8 pp.
Linzell, D.G., Laman, J.A., Bell B.J. and Lobo, J.A. “Field Studies of Moderately Curved Steel Bridges During Construction, Research in Progress,” Proceedings of the Structural Stability Research Council Annual Stability Conference, Seattle, WA, April 24-27, 2002, pp. 119-138.
Linzell, D.G. and Hartmann, J.L. “Construction Issues Examined in Association with the Curved Steel Bridge Research Project,” Proceedings of the 2002 ASCE Structures Congress and Exposition, Denver, CO, April 4-6 2002, 2 pp.
Hartmann, J.L. and Linzell, D.G. “Curved Steel Bridge Research Project Experimental Testing ,” Proceedings of the 2002 ASCE Structures Congress and Exposition, Denver, CO, April 4-6 2002, 2 pp.
Linzell,
D.G.,
“Curved Steel Bridges - What Happens During Construction?
Information from Experimental and Analytical Studies in the U.S.,” 9th Annual Conference and Exhibition, Structural Faults
and Repair - 2001, London, England, July 4-6 2001.
Linzell, D.G., “The Effects of Fabrication and Construction on Curved Bridge Behavior,” Creative Systems in Structural and Construction Engineering, First Annual International Structural Engineering and Construction Conference, Honolulu, Hawaii, January 24-26, 2001, pp. 893-898.
Linzell, D.G., “How
Much Influence Does Construction Have On Curved Steel Bridges? Results from
Experimental and Analytical Studies,” Official Proceedings of the 17th
Annual Meeting, The International Bridge Conference, Pittsburgh, PA, June
12-14, 2000, pp. 344-351.
Linzell,
D.G., “Elastic
Experimental and Analytical Studies of Curved Steel Bridge Behavior Under
Self-Weight,” 3rd Structural Specialty Conference
of the Canadian Society of Civil Engineering, London, Ontario, June 7-10,
2000, pp. 232-239.
Linzell, D., Zureick, A., and Leon, R. T., "FHWA Experimental Studies of Curved Steel Bridge Behavior During Construction," Proceedings, 1999 ASCE Structures Congress: Structural Engineering in the 21st Century, April 1999.
Zureick, A., Leon, R. T., Burrell, J., and Linzell, D., "Curved Steel Bridges: Experimental and Analytical Studies," Innovations in Structural Design: Strength, Stability, Reliability, SSRC Symposium Honoring Theodore V. Galambos, June 1997.
PUBLICATIONS - Force Protection
(Click on refereed journal article titles for an electronic version of the manuscript)
Refereed Journal Articles - Force Protection
Chen, C.-C. and Linzell, D.G. “Modeling End Notched Flexure Tests to Establish Cohesive Element Mode II Fracture Parameters.” Engineering Fracture Mechanics, v77, 2010, pp.1338-1347.
Coughlin, A.M., Musselman, E.S., Schokker, A.J. and Linzell, D.G. “Behavior of Portable Fiber Reinforced Concrete Vehicle Barriers Subject to Blasts from Contact Charges,” International Journal of Impact Engineering, v37, 2010, pp.521-529.
Sabuwala, T., Linzell, D. and Krauthammer, T., “Finite Element Analysis of Steel Beam to Column Connections Subjected to Blast Loads,” International Journal of Impact Engineering, v31, 2005, pp.861-876.
Refereed Conference Proceedings - Force Protection
Other Conference Proceedings - Force Protection
Chen, C. Linzell, D.G., Alpman, E. and Long, L. “Effectiveness of Advanced Coating Systems for Mitigating Blast Effects on Steel Components," Structures Under Shock and Impact (SUSI) X, The Algarve, Portugal, May 14-16, 2008, pp. 85-94.
Alpman, E., Long, L. N., Chen, C.-C, and Linzell, D. G., "Prediction of Blast Loads on a Deformable Plate Using Euler Equations," AIAA 18th Computational Fluid Dynamics Conference, Miami, FL, June 25-28, 2007, 13 pp.
Mamaghani, I.H.P., Sennah, K., Kainoush, R. and Linzell, D. “The World Trade Center Collapse: A Defensive-Design Perspective,” 4th Structural Specialty Conference of the Canadian Society of Civil Engineering, Montreal, Quebec, June 5-8, 2002, 9 pp.
(Click on refereed journal article titles for an electronic version of the manuscript)
Refereed Journal Articles - Other Topics
Seo, J., Linzell, D.G. and Rado, Z., “Computational and Experimental Modification of Portable Sign Structure Design Following NCHRP 350 Criteria,” International Journal of Crashworthiness, v16, n2, pp. 111-116, April 2011.
Seo, J.-W., Linzell, D.G. and Rado, Z., “Crash Performance of X-Shaped Support Base Work Zone Temporary Sign Structures,” International Journal of Crashworthiness, v13, n4, August 2008, pp. 437-450.
Refereed Conference Proceedings - Other Topics
Seo, J.-W., Linzell, D.G. and Rado, Z., “Crash Performance of X-Shaped Support Base Work Zone Temporary Sign Structures,” Proceedings of the Transportation Research Board 87th Annual Meeting, Washington D.C., January 13-17, 2008, 15 pp.
Linzell, D.G. and Boothby, T.E., “Flexural Strength of FRP Sheet Piling Panels under Simulated Surface Loads,” Proceedings of the 4th International Conference on Advanced Composite Materials in Bridges and Structures - ACMBS-IV, 9 pp., 2004.
Other Conference Proceedings - Other Topics