ABAQUS混凝土损伤塑性模型
弹性模量（Pa弹性模量（Pa2648E10泊松比0167密度Kg密度Kgm32400
破坏准则参数
膨胀角（膨胀角（度）15偏心率01双轴极限抗压强度双轴极限抗压强度单轴极限抗压强度116不变应力比06667粘聚系数0
塑性应力－塑性应力－应变关系
CompressStress2401900029208000317090003235800031768000303790002850700021907000148970002953000I
elasticstrai
000004000080001200016000200024000360005001Damage00129902429034120426705012056607140824309691I
elasticstrai
000004000080001200016000200024000360005001
350E07300E07250E07200E07150E07100E07500E06000E000
单轴压缩全应
Te
sio
recoveryfactor00Te
sio
Stress178E06146E06111E06960E05800E05536E05359E05161E05730E04400E04Cracki
gstrai
000001000030000400005000080001000200030005Damage003055070809093095097099Cracki
gstrai
000001000030000400005000080001000200030005
200E06180E06160E06140E06120E06100E06800E05600E05400E05200E05000E000
单轴拉伸全应
Compressio
recoveryfactor10
全应力应变关系全应力
fCompressStress00000100002000030000400005000060000700008000090706200015030210001997470002421979000279969800031472430003476548000442730400055625760010111518
Strai
026480005296000794400010592000132400001588800018536000211840002401900029208000317090003235800031768000303790002850700021907000148970002953000
Te
sio
Stress0000001000002000003000004000005000006000006700001550230000342032000043625400005302110000820242000101355700020060800030027570005001511
Strai
02648005296007944001059200132400015888001780000145700011130009600008000005360003590001610007300040000
f单轴压缩全应力单轴压缩全应力应变曲线
0005
001
0015
单轴拉伸全应力单轴拉伸全应力应变曲线
0002
0004
0006
ffr