Paper
31 March 1998 Instrument to determine prestress remaining in a damaged bridge girder
Scott A. Civjan, James O. Jirsa, Ramon L. Carrasquillo, David W. Fowler
Author Affiliations +
Abstract
An instrument has been developed to estimate stress levels in prestress strands in existing members. The prototype instrument applies a lateral load to an exposed prestressing strand and measures the resulting displacements. The instrument was calibrated for 0.5-inch (12.7 mm) diameter seven-wire strand with exposed lengths of 1.5 feet (0.46 m) to 3.75 feet (1.14 m). It was tested to determine its accuracy, precision, and usefulness in the field. Strand forces were consistently estimated to within ten percent of the actual load. The device was also utilized in the placement of strand splices and was found to be more reliable in checking induced strand tensions than the standard torque wrench method.
© (1998) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Scott A. Civjan, James O. Jirsa, Ramon L. Carrasquillo, and David W. Fowler "Instrument to determine prestress remaining in a damaged bridge girder", Proc. SPIE 3400, Structural Materials Technology III: An NDT Conference, (31 March 1998); https://doi.org/10.1117/12.300104
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KEYWORDS
Calibration

Prototyping

Bridges

Manufacturing

Nondestructive evaluation

Optical inspection

Civil engineering

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