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

Table 11

Finite-element analysis model convergence criteria tolerances.

Criterion for residual force in a nonlinear problem	5E − 03
Criterion for displacement correction in a nonlinear problem	1E − 02
Initial value of time average force	1E − 02
Alternate criterion for residual force in a nonlinear problem	2E − 02
Criterion for zero force relative to time average force	1E − 05
Criterion for residual force when there is zero flux	1E − 05
Criterion for displacement correction when there is zero flux	1E − 03
Criterion for residual force for a linear increment	1E − 08
Field conversion ratio	1.00
Criterion for zero force relative to time average	1E − 05
Criterion for zero displacement relative to characteristic length	1E − 08