I added a reference point at the middle of pile cap, and tried to assign to concentrated load at this reference point, the result of the sum of reaction is equal to input load, so the result of reaction of supported piles is a reasonable result. After that, when i only apply a moment on the...
When i only apply a moment on the middle of pile cap in Abaqus, the result of reaction of supported piles are appear a idea distribution. However, when i apply a concentrated force and moment at a same point, the reaction of each piles are same, this result should not appear when a moment is...
What kind of computer software can modelling the rigid pile cap and flexible pile cap used to compared the different between the both of it? Or any literatures are explaining this problem?
