I am validating a work on a 3 point bending test on Timber. But in the experimental work the peak load came out to be 12KN but in my model I only get a peak load of 1.2KN which is 10 times lesser than the required value . I have also attached the picture of property definition and graph. If anyone could help me figure out the problem with my model that would be highly appreciated. Thanking you in advance for your helpAbaqusCivil Engineering