ANSYS模擬混凝土開裂時(shí)想要得出定性裂縫位置情況下的承載力大小，結(jié)果保護(hù)層總是開裂到一半就出現(xiàn)了“One or more elements have become highly distorted. Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere. Try incrementing the load more slowly.........”請(qǐng)問有懂ANSYS模擬混凝土的能幫忙解決一下這個(gè)問題嗎？有償！價(jià)格可商量