Research Article

Numerical and Experimental Analysis of the Shear Behavior of Ultrahigh-Performance Concrete Construction Joints

Table 8

Average compressive inelastic stress-strain test results for the UHPC.

First pouringSecond pouring
Stress (MPa)Inelastic strainStress (MPa)Inelastic strain

18001760
1930.00021850.0002
1990.00031870.0003
204.60.00039186.50.0004
2020.00051860.0005
2010.0006185.40.0006
200.50.0007184.30.0007
2000.0011820.00075
1720.0021700.003572