thinks for your answer, but I have already set the forth material, it still does not work.
/*******************************my modeling as follows*********************************************/
modeling with four kinds of materials:
feap * * test on solution
9 4 4 2 2 4
MATE 1
SOLId
PLANe STRess
ELAStic ISOTropic 7e10 0.3
VISCoelastic term1 0.7 2.5e12
MATE 2
SOLId
PLANe STRess
ELAStic ISOTropic 7e09 0.3
VISCoelastic term1 0.7 5e9
MATE 3
SOLId
PLANe STRess
ELAStic ISOTropic 7e10 0.3
VISCoelastic term1 0.75 2.5e12
MATE4
SOLId
PLANe STRess
ELAStic ISOTropic 7e09 0.3
VISCoelastic term1 0.75 5e9
COORdinates
1 0 10 10
2 0 10 5
3 0 5 10
4 0 5 5
5 0 0 10
6 0 10 0
7 0 0 5
8 0 5 0
9 0 0 0
ELEMents
1 0 1 5 7 4 3
2 0 2 1 3 4 2
3 0 4 8 4 7 9
4 0 3 6 2 4 8
BOUNdary restraint codes
1 0 1 1
FORCe
9 0 10 0
END
INTER