As part of a study to determine minimum acceptance criteria for strand bond as measured using ASTM A1081, ruggedness and interlaboratory studies were conducted on ASTM A1081 to determine the test method coefficient of variation. Based on the ruggedness study, a modified method of ASTM A1081 was proposed that changes the mortar flow requirements from 105% to 120%, standardizes the sand source and gradation, fixes the water-cement ratio at 0.45, and eliminates the time window. The interlaboratory study was performed using ASTM A1081 and the modified ASTM A1081 method on three different strand sources. ASTM A1081 had an average coefficient of variation in the interlaboratory study of 14.5% and 11% for the modified method
Federal Railroad Administration2021PDFBriefStuart, CameronPeterman, Robert J.Beck, B TerryJohn A. Vo...
A direct method which was useful for repeated quick tests was presented to determine the bond anchor...
US Transportation Collection2020PDFTech ReportPozo-Lora, Fray FBenson, ZacharyMaguire, MarcSorensen,...
ASTM A1081 Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing Strand was dev...
ASTM recently adopted the Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing...
Doctor of PhilosophyDepartment of Civil EngineeringKyle A. RidingASTM recently adopted the Standard ...
An interlaboratory study involving 19 laboratories was conducted to quantify the precision of ASTM A...
The standard test for strand bond (STSB) test method has been developed to provide an assessment of...
The prestressed industry is moving towards adopting the Standard Test for Strand Bond (STSB) to quan...
An interlaboratory study involving 19 laboratories was conducted to quantify the precision of ASTM A...
The primary objective of this thesis was to test the material properties of the new Grade 300, low-r...
An experimental program was conducted at Kansas State University (KSU) to evaluate the bond characte...
Achieving good bond between prestressing strand and concrete is critical to ensure proper performanc...
Strand bond is the unique interaction between prestressing strand and adjacent concrete, and directl...
[EN] The use of 0.7 in. (18 mm) diameter strands for pretensioned concrete girders is advantageous w...
Federal Railroad Administration2021PDFBriefStuart, CameronPeterman, Robert J.Beck, B TerryJohn A. Vo...
A direct method which was useful for repeated quick tests was presented to determine the bond anchor...
US Transportation Collection2020PDFTech ReportPozo-Lora, Fray FBenson, ZacharyMaguire, MarcSorensen,...
ASTM A1081 Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing Strand was dev...
ASTM recently adopted the Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing...
Doctor of PhilosophyDepartment of Civil EngineeringKyle A. RidingASTM recently adopted the Standard ...
An interlaboratory study involving 19 laboratories was conducted to quantify the precision of ASTM A...
The standard test for strand bond (STSB) test method has been developed to provide an assessment of...
The prestressed industry is moving towards adopting the Standard Test for Strand Bond (STSB) to quan...
An interlaboratory study involving 19 laboratories was conducted to quantify the precision of ASTM A...
The primary objective of this thesis was to test the material properties of the new Grade 300, low-r...
An experimental program was conducted at Kansas State University (KSU) to evaluate the bond characte...
Achieving good bond between prestressing strand and concrete is critical to ensure proper performanc...
Strand bond is the unique interaction between prestressing strand and adjacent concrete, and directl...
[EN] The use of 0.7 in. (18 mm) diameter strands for pretensioned concrete girders is advantageous w...
Federal Railroad Administration2021PDFBriefStuart, CameronPeterman, Robert J.Beck, B TerryJohn A. Vo...
A direct method which was useful for repeated quick tests was presented to determine the bond anchor...
US Transportation Collection2020PDFTech ReportPozo-Lora, Fray FBenson, ZacharyMaguire, MarcSorensen,...