Unified plastic modulus in the bounding surface plasticity model

被引:6
|
作者
Xiao Yang [1 ,2 ,3 ]
Liu HanLong [1 ,2 ,3 ]
Liu Hong [2 ,3 ]
Sun YiFei [4 ]
机构
[1] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400030, Peoples R China
[2] Chongqing Univ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China
[3] Chongqing Univ, Coll Civil Engn, Chongqing 400045, Peoples R China
[4] Univ Wollongong, Fac Engn & Informat Sci, Wollongong, NSW 2522, Australia
基金
中国国家自然科学基金;
关键词
bounding surface; strength criterion; plastic modulus; dilatancy; peak-stress ratio; UNDRAINED CYCLIC BEHAVIOR; STATE-DEPENDENT BEHAVIORS; CONSTITUTIVE MODEL; HARDENING MODEL; OVERCONSOLIDATED CLAYS; PARTICLE BREAKAGE; ROCKFILL MATERIAL; COHESIVE SOILS; SATURATED CLAY; SANDS;
D O I
10.1007/s11431-016-6016-3
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A unified plastic modulus parameter for the bounding surface plasticity model is introduced in order to maintain the identical responses of modeling for both the two-dimensional and three-dimensional stress space with the same model parameters. Also discussed are the influences of the plastic modulus parameter on the stress-strain relationship and the plastic modulus. The model is more sensitive in modeling the stress strain responses when the plastic modulus parameter is small. The plastic modulus parameter has a great influence on the magnitude of the plastic modulus, especially at the initial loading stage. The plastic modulus asymptotically tends to zero at the end of loading.
引用
收藏
页码:932 / 940
页数:9
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