In the first step, the iteration process uses an arbitrary start value for the unknown variable and solves the terms on the left and the right side of the equation. If the equation is not fulfilled, the process repeats with a modified start value. This iterative process continues until the equation is fulfilled. In this case, we talk about convergence and the last used variable value is the solution.
The accuracy of this procedure depends on the variables used. This means that it is usually necessary to perform a lot of iteration steps to find the exact solution. If a solution with the reduced accuracy is sufficient, the convergence of the iteration is related to a tolerance criterion. In this case, a new iteration is only started if the difference between the terms of the left and the right side of the equation is greater than the defined tolerance criterion.
Iterative Processes in Structural Analysis
- Determination of internal forces on a deformed system (second-order analysis)
- Simulation of nonlinear material properties (plasticity)
- Determination of contact stresses between two bodies positively connected to each other
Iteration in RFEM and RSTAB
In RFEM and RSTAB, the criteria and maximum iterations for nonlinear calculations are organized under 'Calculation' → 'Calculation Parameters' in the 'Global Calculation Parameters' tab.
SHAPE-THIN 根据 EN 1993-1-3 和 EN 1993-1-5 确定冷弯薄壁型钢截面的有效截面。 可以选择检查在 EN 1993-1-3 的 5.2 节中规定的截面几何尺寸限制条件。
按照折减宽度的方法考虑板件局部屈曲，并且根据 EN 1993-1-3 第 5.5 节考虑加劲截面加劲肋的可能屈曲（畸变屈曲）。