Do you want BuboFlash to help you learning these things? Or do you want to add or correct something? Click here to log in or create user.

#has-images

If you want to change selection, open document below and click on "Move attachment"

**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

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

status | not read | reprioritisations | ||
---|---|---|---|---|

last reprioritisation on | suggested re-reading day | |||

started reading on | finished reading on |

Do you want to join discussion? Click here to log in or create user.