WANG Gang;JI Shun-ying;LÜHe-xiang;YUE Qian-jin, . DRUCKER-PRAGER YIELD CRITERIA IN VISCOELASTIC-PLASTIC CONSTITUTIVE MODEL FOR SEA ICE DYNAMICS[J]. Engineering Mechanics, 2006, 23(6): 154-161,.
Citation: WANG Gang;JI Shun-ying;LÜHe-xiang;YUE Qian-jin, . DRUCKER-PRAGER YIELD CRITERIA IN VISCOELASTIC-PLASTIC CONSTITUTIVE MODEL FOR SEA ICE DYNAMICS[J]. Engineering Mechanics, 2006, 23(6): 154-161,.

DRUCKER-PRAGER YIELD CRITERIA IN VISCOELASTIC-PLASTIC CONSTITUTIVE MODEL FOR SEA ICE DYNAMICS

More Information
  • Received Date: July 20, 2004
  • Revised Date: December 15, 2004
  • Based on the characteristics of sea ice drifting and ridging at meso-small scale, Drucker-Prager(D-P)yield criteria was introduced into the viscoelastic-plastic constitutive(VEP)model for sea ice dynamics. In this model, the Kelvin-Vogit viscoelastic model was adopted in the elastic stage, and the associated normal flow rule was used in the plastic stage. Using the VEP model above, some numerical simulations were carried out to model sea ice ridging process in an idealized rectangular basin. The simulated ice ridge thickness matched the analytical solution well. Moreover, the VEP model with D-P criteria was also applied to the numericalsimulation of the sea ice in Bohai Sea. The simulated thickness, concentration, velocity and ice stress agree with those from the satellite images. The simulated results with D-P criteria were similar to that of Mohr-Coulomb(M-C)criteria, but the singular problem in M-C criteria was overcome with D-P criteria, and the computational efficiency was also improved. In the numerical simulations above, the smoothed particle hydrodynamics was applied in sea ice dynamics. The VEP model with D-P yield criteria was validated with both of the numerical simulations above.
  • Related Articles

    [1]JIN Jun-chao, JING Lai-hong, YANG Feng-wei, SONG Zhi-yu, ZHANG Yan-mei. A NUMERICAL ALGORITHM OF ELASTOPLASTIC DAMAGE CONSTITUTIVE MODEL OF ROCK BASED ON MOHR-COULOMB CRITERION[J]. Engineering Mechanics, 2025, 42(5): 9-20. DOI: 10.6052/j.issn.1000-4750.2023.01.0016
    [2]FENG Jie-xun, PAN Peng. DEVELOPMENT OF SUBROUTINE FOR CONSTITUTIVE MODEL OF GEOTECHNICAL MATERIALS UPON MODIFIED MOHR-COULOMB CRITERION[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2023.10.0804
    [3]LI Shun-qun, XIA Jin-hong, ZHANG Pei-yin. THE INITIAL STRESS LINE AND MODIFIED MOHR-COULOMB CRITERIONS FOR UNDISTURBED SOIL[J]. Engineering Mechanics, 2016, 33(7): 116-122. DOI: 10.6052/j.issn.1000-4750.2014.06.0521
    [4]LI Cui-hua, JIANG Qing-hui, ZHOU Chuang-bing. COMPLEMENTARY METHOD FOR SINGULARITY PROBLEMS OF MOHR-COULOMB CRITERION IN PRINCIPLE STRESS SPACE[J]. Engineering Mechanics, 2014, 31(4): 134-140. DOI: 10.6052/j.issn.1000-4750.2012.11.0837
    [5]YANG Qiang, LENG Kuang-dai, ZHANG Xiao-han, LIU Yao-ru. AN INTEGRATION ALGORITHM FOR DRUCKER-PRAGER ELASTIC-PLASTIC MODEL WITH NON-ASSOCIATED FLOW RULE AND ISOTROPIC HARDENING[J]. Engineering Mechanics, 2012, 29(8): 165-171. DOI: 10.6052/j.issn.1000-4750.2010.11.0801
    [6]LI Jian-guang, LI Yong-chi, WANG Yu-lan. STUDY ON THE STRICT INCREMENTAL CONSTITUTIVE RELATIONS FOR THE MOHR-COULOMB MODEL WITH STRAIN-RATE[J]. Engineering Mechanics, 2010, 27(7): 10-015.
    [7]YANG Qiang, YANG Xiao-jun, CHEN Xin. ON INTEGRATION ALGORITHMS FOR PERFECT PLASTICITY BASED ON DRUCKER-PRAGER CRITERION[J]. Engineering Mechanics, 2005, 22(4): 15-19,4.
    [8]LI Liang, ZHAO Cheng-gang. ELASTO-PLASTIC DYNAMIC CONSTITUTIVE MODEL OF SOILS BASED ON THE SMP FAILURE CRITERION[J]. Engineering Mechanics, 2005, 22(3): 139-143.
    [9]XIAO Shi-Yun, LIN Gao, WANG Zhe. A DRUCKER-PRAGER CONSISTENT RATE-DEPENDENT MODEL[J]. Engineering Mechanics, 2003, 20(4): 147-151.
    [10]SU Ji-hong, WANG Zheng-xing, REN Wen-min, YANG Zhen-yu, ZHOU Jun-sheng. STUDY AND APPLICATION OF YIELD CRITERIA TO ROCK AND SOIL[J]. Engineering Mechanics, 2003, 20(3): 72-77.

Catalog

    Article Metrics

    Article views (1042) PDF downloads (375) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return