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Three-point bending test
ly exception is step 5 (around the peak of the load-displacement curve), in which the initial prediction is not sufficiently close to the exact solution, and the quadratic rate of convergence is attained only after iteration number 7. <span>Figure 1: Three-point bending test: (a) specimen geometry and loading, (b) finite element mesh Figure 2: Three-point bending test: convergence characteristics Figure 3: Three-point bending test: load displacement diagram The relative efficiency of the strategies using the secant or tangent stiffness matrices strongly depends on
Three-point bending test
ly exception is step 5 (around the peak of the load-displacement curve), in which the initial prediction is not sufficiently close to the exact solution, and the quadratic rate of convergence is attained only after iteration number 7. <span>Figure 1: Three-point bending test: (a) specimen geometry and loading, (b) finite element mesh Figure 2: Three-point bending test: convergence characteristics Figure 3: Three-point bending test: load displacement diagram The relative efficiency of the strategies using the secant or tangent stiffness matrices strongly depends on
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