Research Article

Friction Characteristics of Post-Tensioned Tendons of Full-Scale Structures Based on Site Tests

Table 3

Full-scale field test measured values.

Beam (m)Number of steelTension control stress (MPa)Distance (m)Sag ratio (rad)Friction loss stress (MPa)

20N11337.868.6250.092787.32
1499.295.4250.092779.29
N31499.299.8000.0927102.86
1499.295.4250.092785.54
N41336.149.8000.034965.14

25N11356.079.6540.092792.68
1315.716.4530.092755.00
N31315.7112.3000.0927130.14
1229.576.4530.092760.57
N51232.7112.3000.034975.86

30N11427.512.0800.092777.62
1347.869.2330.092758.57
N31347.8614.800.092779.4
1273.939.2330.092796.67
N51335.5714.8000.034998.67

30N11285.4312.0800.092769.14
1404.529.2330.092764.17
N31404.5214.800.092782.86
1283.819.2330.092792.14
N51311.0014.8000.034988.86

(1) Distance and sag ratio are known values, and tension control stress and friction loss stress are measured values. (2) Measured values are measured in the final stage of tension.