Browsing by Author "Bowen, Charles M."
Now showing items 1-7 of 7
-
Effects of Corrosion and Vehicular Impact Damage on Ultimate Capacity of Steel Bridge Beams
Finley, Aaron (Oklahoma State University, 2006-07-01)Steel bridge beams with corrosion and vehicular impact damage were modeled with finite element analysis. Advanced software was used to investigate buckling capacity, flexural stress distributions in beams with web holes, ... -
Feasibility Study of Continuous For Live Load Steel Bridges
Morales, Daniel Enrique (Oklahoma State University, 2006-12-01)Currently in the United States, the precast, pre-stressed concrete design method dominates the new construction market in the short to medium span range bridges. One approach to help make steel bridges more competitive ... -
Investigation of MMFX Reinforcing Steel and the Admixture IPANEX for Use In Bridge Decks
Hisey, Jonathan (Oklahoma State University, 2004-05-01)The purpose of this study is to evaluate MMFX reinforcing steel and the admixture IPANEX for use in bridge decks. An experimental program was developed to test certain properties of MMFX steel and IPANEX. Fresh and hardened ... -
Prestress Losses in Concrete and the Estimation of Long-term Deflections and Camber for Prestressed Concrete Bridges
Jayaseelan, Hema (Oklahoma State University, 2007-07-01)The use of High Strength Concrete (HSC) in prestressed concrete bridge girders has become an acknowledged practice in the recent years. The effective designing of the prestressed bridge girders requires the accurate ... -
Recommendations for the Development Length of Prestresssing Strands Including the Effects of High Strength Concrete
Ganpatye, Amol Shridatta (Oklahoma State University, 2006-12-01)Development length is a design requirement specified by the design codes for ensuring adequate anchorage of the prestressing strands. Current code provisions do not consider the effects of changing concrete strengths on ... -
Statistical Comparisons Between Astm C-1018 and Jsce-Sf 4 Toughness Evaluation Methods for Fiber Reinforced Concrete
Mulay, Abhijit S. (2004-05-01) -
Stress Wave Timing, a Simplistic and Cost Effective Method to Evaluate Deteriorated and Repaired Timber Bridge Piles
Cueto, Victoro Rangel (Oklahoma State University, 2007-07-01)The purpose of this study was to develop a simplistic and cost effective technique to evaluate deteriorated and repaired timber piles. Stress wave timing was conducted on two bridges. Nine deteriorated timber piles were ...