A guide for the design of epoxy anchors for the use in concrete traffic barriers was developed in this study. A series of dynamic bogie tests and static tests was conducted on single and double anchors. The dynamic increase factor for the noted anchors was determined to be 1.06. Protective epoxy coatings for the anchors was observed to contribute to a 9 percent decrease in anchorage strength. The effects of anchors located in close proximity to each other was also investigated. Calibration factors were developed to apply recommended changes to the ACI code for use in bridge rail anchorages. A load model was developed to estimate the lateral impact loads for non
The paper investigates the viability of use of conventional joining concepts between reinforced conc...
The paper investigates the viability of use of conventional joining concepts between reinforced conc...
In this study, the results of an extensive field and laboratory investigation conducted to evaluate ...
2012Final ReportPDFTech ReportTRP-03-264-12Highway safetyDynamic loadsConcrete bridgesBond strength ...
A guide for the design of epoxy anchors for the use in concrete traffic barriers was developed in th...
The Iowa Department of Transportation (IaDOT) was interested in investigating the use of epoxy adhes...
The Iowa Department of Transportation (IaDOT) was interested in investigating the use of epoxy adhes...
In the last twenty years, the design requirements of bridge barriers have changed with the aim of im...
A project was focused on developing alternative rail anchorage systems for the Texas Department of T...
The use of shallow embedment anchors in concrete is essential for retrofit applications; however, th...
PDFTech Report26-1121-4024-001SPR-P1 (15) M028RetrofittingBridge railingsAnchors (Structural connect...
In this study, the results of an extensive field and laboratory investigation conducted to evaluate ...
645659234Final report; 2009-2010.PDFTech ReportTRP-03-224-10Barriers (Roads)GuardrailsTemporary barr...
Chemical anchors are getting more frequently used to connect structural elements. The studies regard...
ii Chloride-induced corrosion is one of the leading causes of premature serviceability failure in re...
The paper investigates the viability of use of conventional joining concepts between reinforced conc...
The paper investigates the viability of use of conventional joining concepts between reinforced conc...
In this study, the results of an extensive field and laboratory investigation conducted to evaluate ...
2012Final ReportPDFTech ReportTRP-03-264-12Highway safetyDynamic loadsConcrete bridgesBond strength ...
A guide for the design of epoxy anchors for the use in concrete traffic barriers was developed in th...
The Iowa Department of Transportation (IaDOT) was interested in investigating the use of epoxy adhes...
The Iowa Department of Transportation (IaDOT) was interested in investigating the use of epoxy adhes...
In the last twenty years, the design requirements of bridge barriers have changed with the aim of im...
A project was focused on developing alternative rail anchorage systems for the Texas Department of T...
The use of shallow embedment anchors in concrete is essential for retrofit applications; however, th...
PDFTech Report26-1121-4024-001SPR-P1 (15) M028RetrofittingBridge railingsAnchors (Structural connect...
In this study, the results of an extensive field and laboratory investigation conducted to evaluate ...
645659234Final report; 2009-2010.PDFTech ReportTRP-03-224-10Barriers (Roads)GuardrailsTemporary barr...
Chemical anchors are getting more frequently used to connect structural elements. The studies regard...
ii Chloride-induced corrosion is one of the leading causes of premature serviceability failure in re...
The paper investigates the viability of use of conventional joining concepts between reinforced conc...
The paper investigates the viability of use of conventional joining concepts between reinforced conc...
In this study, the results of an extensive field and laboratory investigation conducted to evaluate ...