Publications

Boundary Elements of Special Reinforced Concrete Walls Tested under Different Loading Paths

Haro, A. G., Kowalsky, M., Chai, Y. H., & Lucier, G. W. (2018), EARTHQUAKE SPECTRA, 34(3), 1267–1288. https://doi.org/10.1193/081617EQS160M

Influence of geometry and fiber properties on rupture strain of cylindrical FRP jackets under internal ICE pressure

Sadeghian, P., Seracino, R., Das, B., & Lucier, G. (2018), Composite Structures, 192, 173–183. https://doi.org/10.1016/j.compstruct.2018.02.077

Seismic performance of reinforced concrete filled steel tube drilled shafts with inground plastic hinges

Aguirre, D. A., Kowalsky, M. J., Nau, J. M., Gabr, M., & Lucier, G. (2018), Engineering Structures, 165, 106–119. https://doi.org/10.1016/j.engstruct.2018.03.034

New generation of precast concrete double tees reinforced with carbon-fiber-reinforced polymer grid response

Lunn, D., Lucier, G., Rizkalla, S., Cleland, N., & Gleich, H. (2017), PCI Journal, 90–91.

New generation of precast concrete double tees reinforced by carbon-fiber-reinforced polymer grid response

Lunn, D., Lucier, G., Rizkalla, S., Cleland, N., & Gleich, H. (2016), PCI Journal, 87–89.

New generation of precast concrete double tees reinforced with carbon-fiber-reinforced polymer grid

Lunn, D., Lucier, G., Rizkalla, S., Cleland, N., & Gleich, H. (2015), PCI Journal, 37–48. https://doi.org/10.15554/pcij.07012015.37.48

Development of a rational design methodology for precast concrete slender spandrel beams

Klein, G., Rizkalla, S., Zia, P., & Lucier, G. (2012), PCI Journal, 182–186.

Innovative use of FRP for the precast concrete industry

Rizkalla, S., Lucier, G., & Dawood, M. (2012), Advances in Structural Engineering, 15(4), 565–574. https://doi.org/10.1260/1369-4332.15.4.565

Development of a rational design methodology for precast concrete slender spandrel beams: Part 2, analysis and design guidelines

Lucier, G., Walter, C., Rizkalla, S., Zia, P., & Klein, G. (2011), PCI Journal, 106–133. https://doi.org/10.15554/pcij.09012011.106.133

Behavior of concrete bridge decks reinforced with high-performance steel

Seliem, H. M., Lucier, G., Rizkalla, S. H., & Zia, P. (2008), ACI Structural Journal, 105(1), 78–86. https://doi.org/10.14359/19071

View all publications via NC State Libraries

Grants

Load Capacity of Shoring Towers

MEVA Formwork Systems, Inc(3/08/18 - 3/08/19)

×

Load Capacity of Shoring Towers

Sponsor: MEVA Formwork Systems, Inc

Start Date: 3/08/18

End Date: 3/08/19

Abstract

TSA - Load Capacity of Shoring Towers

Close

Load Capacity of Composite Columns

Column & Post, Inc. (10/20/17 - 10/19/18)

×

Load Capacity of Composite Columns

Sponsor: Column & Post, Inc.

Start Date: 10/20/17

End Date: 10/19/18

Abstract

TSA - Load Capacity of Composite Columns

Close

Mechanically Fastened CFRP to Retrofit Existing Prestressed Concrete and Steel Bridge Beams

NC Department of Transportation(8/01/17 - 7/31/20)

×

Mechanically Fastened CFRP to Retrofit Existing Prestressed Concrete and Steel Bridge Beams

Sponsor: NC Department of Transportation

Start Date: 8/01/17

End Date: 7/31/20

Abstract

Prestressed concrete C-channels and cored slabs, and steel beams of various shapes and forms make up a significant percentage of the common bridge superstructure systems used by NCDOT. Many such bridges are in varying states of distress and require retrofit to extend their useful service life prior to major rehabilitation or superstructure replacement. The challenge is to develop retrofit techniques that are durable, easy to install, monitor and maintain, and that may be applied to the range of prestressed concrete and steel beam types. Critically, NCDOT must also be able to rate the proposed retrofit using approved AASHTO methods before it may be applied in the field. In many cases the retrofit may be considered temporary since the bridge may be scheduled for replacement in the near future. Temporary strengthening is intended to provide the ability to maintain a sufficiently high operating rating to keep the bridge functional while replacement is scheduled. In lieu of an acceptable retrofit, the bridge may need to be load posted or closed, often resulting in significant detours and disruption.

Close

Flexural Performance of Composite Fender Piles

Bedford Technology(3/14/17 - 12/31/18)

×

Flexural Performance of Composite Fender Piles

Sponsor: Bedford Technology

Start Date: 3/14/17

End Date: 12/31/18

Abstract

TSA - Flexural Performance of Composite Fender Piles

Close

Composite Pin Testing

Sigma DG(2/23/17 - 2/23/18)

×

Composite Pin Testing

Sponsor: Sigma DG

Start Date: 2/23/17

End Date: 2/23/18

Abstract

TSA - Composite Pin Testing

Close

Reverse Cyclic Fatigue of Precast Concrete Sandwich Panels

AltusGroup, Inc.(12/01/16 - 1/25/17)

×

Reverse Cyclic Fatigue of Precast Concrete Sandwich Panels

Sponsor: AltusGroup, Inc.

Start Date: 12/01/16

End Date: 1/25/17

Abstract

TSA - Reverse Cyclic Fatigue of Precast Concrete Sandwich Panels

Close

FRP Strengthening for Concrete Members, CICI Core Project

Center for Integration of Composites into Infrastructure (CICI) - NCSU Research Site(7/01/16 - 6/30/19)

×

FRP Strengthening for Concrete Members, CICI Core Project

Sponsor: Center for Integration of Composites into Infrastructure (CICI) - NCSU Research Site

Start Date: 7/01/16

End Date: 6/30/19

Abstract

This research will study the ability of strengthened reinforced concrete columns to resist reverse cyclic lateral load cycles. Control columns and strengthened columns will be tested and specimens will be designed to fail in either flexure or shear. Strengthening systems made of carbon fiber or glass fiber will be applied to selected columns and those columns will be retested to examine the structural performance of the strengthening system.

Close

Nondestructive Concrete Characterization System

US Army(12/20/16 - 12/31/18)

×

Nondestructive Concrete Characterization System

Sponsor: US Army

Start Date: 12/20/16

End Date: 12/31/18

Abstract

Traditional concrete protective structures encountered by ground forces typically have unconfined compressive strengths of between 3,000 to 6,000 psi. Recent advances in concrete technology have resulted in new concrete materials with compressive strengths of 30,000 psi or greater. No field instrument currently exists that can simultaneously determine the compressive strength, thickness, and rebar configuration of concrete structures across today’s wide range of possible compressive strengths. In STTR Phase I/II efforts, NLA Diagnostics LLC (NLAD) developed a prototype instrument that measures both compressive strength and concrete thickness up to 33,000 psi and 6 ft, respectively. NLAD has also mapped out a technical course to locate rebar within the concrete. This proposed project will take input from military operators to improve packaging of the existing technology and to implement a rebar mapping capability in order to enhance military capabilities to defeat concrete protective structures, accelerate the ability to deploy concrete characterization instruments with operating forces, and reduce the technical risks associated with engaging concrete protective structures in tactical situations.

Close

Creations in Concrete: An Integrated Architecture and Civil Engineering Instructional Project in Precast Concrete

PCI Foundation(1/01/17 - 12/31/20)

×

Creations in Concrete: An Integrated Architecture and Civil Engineering Instructional Project in Precast Concrete

Sponsor: PCI Foundation

Start Date: 1/01/17

End Date: 12/31/20

Abstract

North Carolina State University School of Architecture (SOA) and Department of Civil, Construction, & Environmental Engineering (CCEE) is seeking multi-year funding from the PCI Foundation to introduce architecture and civil engineering students to precast concrete systems and solutions. This proposal identifies existing courses in which precast concrete is minimally taught or mentioned, and proposes a new architecture studio course integrated with civil engineering and digital fabrication courses. All three courses will be dedicated to precast concrete applications. They will begin in Spring 2017, continue for 4 years, and will be an incubator to significantly expand the instruction and knowledge of precast and prestressed concrete at NCSU.

Close

Development of Advanced Composite Reinforcing Bars, CICI Core Project 8

Center for Integration of Composites into Infrastructure (CICI) - NCSU Research Site(11/16/15 - 6/30/17)

×

Development of Advanced Composite Reinforcing Bars, CICI Core Project 8

Sponsor: Center for Integration of Composites into Infrastructure (CICI) - NCSU Research Site

Start Date: 11/16/15

End Date: 6/30/17

Abstract

Membership

Close