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Shear Behavior of Spliced Post-Tensioned Girders


2015 ... Andrew Moore [and ten others] "By its nature a spliced girder must contain a number of post tensioning tendons throughout its length. The focus of the experimental program described in this dissertation is the evaluation of the strength and serviceability of posttensioned girders loaded in shear, and, more specifically, how a post-

6652-1 [CTR] ... FHWA/TX-15/0-6652-1

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9.1 MB

Behavior of the Splice Regions of Spliced I-Girder Bridges


2015 ... Chris Williams [and six others] Spliced girder bridge technology continues to attract attention due to its versatility over traditional prestressed concrete highway bridge construction. Relatively limited data is available in the literature, however, for large-scale tests of spliced girders, and few studies have examined the behavior of the

6652-2 [CTR] ... FHWA/TX-15/0-6652-2

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17.9 MB

0-6652, Spliced Texas Girder Bridges


2015 ... Research Performed by: Center for Transportation Research; Research Supervisor: Oguzhan Bayrak; Researchers: Chris Williams [and nine others] The goal of this project was to develop a better understanding of spliced girder behavior. To accomplish this task, the project was divided into two phases. The Phase I research was

6652 Summary [CTR] ... PSR 0-6652-S ... Project Summary

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512 KB

Procedures for the Installation and Quality Control of Anchored CFRP Sheets for Shear Strengthening of Concrete Bridge Girders


2014 ... Jose Garcia [and four others] The objective of the implementation study was to: Provide guidance for installation of strengthening systems. Provide training materials for personnel carrying out construction and inspection for shear strengthening of concrete beams using CFRP anchors and sheets on concrete beams. Suggest

6306-01-1 [CTR] ... FHWA/TX-13/5-6306-01-1

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2.8 MB

Strength and Serviceability Design of Reinforced Concrete Inverted-T Beams


2013 ... Nancy Larson [and four others] Significant diagonal cracking in reinforced concrete inverted-T straddle bent caps has been reported throughout the State of Texas. Many of the distressed structures were recently constructed and have generally been in service for less than two decades. The unique nature of the problem

6416-1 [CTR] ... FHWA/TX-13/0-6416-1

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9.1 MB

0-6416, Shear Cracking in Inverted-T Straddle Bents


2013 ... Research Performed by: Center for Transportation Research; Research Supervisor: Oguzhan Bayrak; Researchers: Nancy Larson [and three others] "Diagonal web cracking of inverted-T straddle bent caps has been reported with increasing frequency in Texas, triggering concerns about current design procedures for such

6416 Summary [CTR] ... PSR 0-6416-S ... Project Summary Report

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167 KB

Shear Strengthening of Reinforced and Prestressed Concrete Beams Using Carbon Fiber Reinforced Polymer (CFRP) Sheets and Anchors


2012 ... Yungon Kim [and six others] The ability to quickly apply carbon fiber reinforced polymer (CFRP) materials with a minimum of disruption to the use of a structure and with virtually no change in the geometry or weight of the element makes CFRP a viable and attractive material for strengthening existing elements. However,

6306-1 [CTR] ... FHWA/TX-12/0-6306-1; Product 0-6306-P1

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20 MB

Shear Strengthening of Large Reinforced Concrete Elements Using Carbon Fiber Reinforced Polymer (CFRP) Sheets


2011 ... RS: James Jirsa; Researchers: Jose Garcia [and five others] The objective of the study was to demonstrate the feasibility of using anchored carbon fiber reinforced polymers (CFRP) for shear strengthening of large bridge girders or supporting elements. Particularly, the external U-wrap application of CFRP sheets anchored

6306 Summary [CTR] ... PSR 0-6306-s ... Project Summary Report, 0-6306

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