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Evaluation of an Existing Steel Box Trunnion Girder and Its Posttensioned Anchors before Liftoff Testing: Case Study
Publisher: American Society of Civil Engineers
Recommendations on Building and Evaluating Three-Dimensional Finite-Element Models for Tainter Gates
Publisher: American Society of Civil Engineers
Evaluating Existing Passive Anchorage Systems for Tainter Gates
Publisher: American Society of Civil Engineers
Abstract: This article provides recommendations on how to evaluate existing passive anchorage systems for Tainter gates. A review of various types of passive anchorage systems is provided, along with a detailed example problem. The ...
Stainless Steel Armor Plate Design for Protecting Supercavitating Baffle Blocks against Debris Impacts in High-Velocity Stilling Basins
Publisher: American Society of Civil Engineers
Abstract: Supercavitating baffle blocks, with their unique geometry, have been shown to be highly effective in reducing cavitation damage to stilling basins’ floors and to the baffle blocks themselves. However, this unique geometry, ...
Comparison of Retrofits for Three Strut-Arm Tainter Gates Using a Longevity Corrosion Maintenance Factor
Publisher: American Society of Civil Engineers
Abstract: This paper presents a methodology to compare various Tainter gate strut-arm retrofit techniques based on the longevity corrosion maintenance (LCM) factor. The rating system is designed to encourage agencies to select ...
Anchor Gallery Designs for Tainter Gate Active Anchorage Systems
Publisher: ASCE
Abstract: This paper reviews the design of accessible anchor galleries that allow the inspection, testing, and replacement of post-tensioned trunnion girder anchorage systems. Various means of egress were reviewed along with features ...
Recommendations for Determining Debris Loads for Tainter Gates
Publisher: American Society of Civil Engineers
Abstract: This article compares the current estimated debris line-load value of 6.78 kN/m (5 kips/ft) on Tainter gates within engineering manuals and technical letters to recent research findings on impact loads. The intent of this ...
Conceptual Review of the Use of High-Strength Grouted Post-Tensioned Anchor Bars to Retrofit or Replace Tainter Gate Anchorage Systems
Publisher: American Society of Civil Engineers
Abstract: This paper reviews the suitability and use of post-tensioned grouted anchors to replace and/or retrofit existing Tainter gate anchorage systems. A thorough historical and theoretical review on both unbonded and bonded ...
Experimental Testing of Grouted Posttensioned Anchors with High Rod-to-Duct Area Ratios
Publisher: ASCE
Abstract: An experimental test program was performed on grouted post-tensioned anchor rods to determine if anchors with high rod-to-duct area ratios could reanchor themselves upon fracture. Liftoff testing of the grouted anchors was ...
Conceptual Anchor Plate Perturbation Method to Determine Tension in Grouted Post-Tension Anchor Rods in Dams and Other Structures
Publisher: American Society of Civil Engineers
Abstract: This study proposes a conceptual methodology to determine the axial load within a grouted post-tension anchor system via finite element analysis and calibration. The concept was built on the premise that a plate under axial ...