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...
i add a reference point at the middle of pile cap, and i tried to assign to concentrated load at this reference point, the result of the sum of reaction is equal to input load. It means that when i apply multiple concentrated load in a same point, the model can give me the correct result, but...
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...
Actually, the purpose of this comparison is prepared for my final year project. So i need a computer model is possible to analysis the rigid and flexible behaviour in pile cap. I tired to model the pile cap by CSI SAFE, however it seems can not consider the rigid behaviour, so any other computer...
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?
