Gary Greene

gary greeneAssociate Professor
Reiners Department of Civil and Environmental Engineering
(260) 665-4191 | greeneg@trine.edu

Areas of Expertise:

Structural performance of lightweight concrete
Behavior of structural concrete under shear, bending and torsion
Design of structural concrete
Bridge design

Degrees Earned:

Bachelor of Science in Civil Engineering, Missouri University of Science and Technology

Master of Science in Civil Engineering, Missouri University of Science and Technology

Doctorate in Civil Engineering, Missouri University of Science and Technology

Work History:

Trine University | 2013 - Present

  • Associate Professor

Professional Service Industries, Inc. | 2007 - Present

  • Consultant (2013 - Present)
  • Project Engineer (2007 - 2013)

Horner and Shifrin, Inc. | 2000 - 2001

  • Structural Design Engineer

Nooter Fabricators, Inc. | 1997 - 2000

  • Design Engineer

Publications:

Greene, G., Castrodale, R.W., Graybeal, B.A., “Recent Changes in AASHTO LRFD Bridge Design Specifications Regarding Lightweight Concrete,” National Accelerated Bridge Construction Conference, Miami, Florida, December 7 – 8, 2015, 9 pp.

Greene, G. and Graybeal, B. (2015). Lightweight Concrete: Shear Performance, Report No. FHWA-HRT-15-022, Federal Highway Administration, Washington, DC.

Greene, G. and Graybeal, B. (2014). Lightweight Concrete: Development Length of Mild Steel in Tension, Report No. FHWA-HRT-14-029, Federal Highway Administration, Washington, DC.

Greene, G. and Graybeal, B. (2013). Lightweight Concrete: Mechanical Properties, Report No. FHWA-HRT-13-062, Federal Highway Administration, Washington, DC.

Greene, G. G. and Belarbi, A. “Model for Reinforced Concrete Members under Torsion, Bending, and Shear. I: Theory,” ASCE Journal of Engineering Mechanics, Vol. 135, No. 9, 2009, pp. 961-969. 

Greene, G. G. and Belarbi, A. “Model for Reinforced Concrete Members under Torsion, Bending, and Shear. II: Model Application and Validation,” ASCE Journal of Engineering Mechanics, Vol. 135, No. 9, 2009, 970-977.

High-Resolution Photo