期刊文献+

复杂应力下两种胶结颗粒微观力学模型的试验研究 被引量:27

Experimental study on micro-mechanical model for two different bonded granules under complex stress conditions
下载PDF
导出
摘要 将胶结颗粒理想化为两铝棒在指定位置处形成胶结,根据铝棒间胶结物厚度的不同,分别定义为有厚度胶结颗粒和无厚度胶结颗粒,对上述两种胶结颗粒进行一系列力学试验(包括:拉伸、压缩、压剪、压扭和复杂应力试验),从而对理想胶结颗粒的微观力学特性进行试验研究。试验结果表明:胶结厚度和法向压力对胶结颗粒的力学性能影响显著,随着胶结厚度的增大,试样的抗拉强度和延性均增大,其抗压特性由塑性硬化向塑性软化转变。无厚度试样抗剪和抗扭强度始终随法向压力的增大而增大,而有厚度试样则先随法向压力的增大而增大,当法向压力超过某一数值后,其强度又随着法向压力的增大而减小。在三维应力空间中(法向压力–扭矩–剪力)无厚度胶结颗粒的强度包线呈椭圆抛物面状,而有厚度胶结颗粒强度包线呈水滴状。 The micro-mechanical properties of idealized bonded granules are experimentally studied.The bonded granules are idealized by two aluminum rods glued together.Two types of bonded granules different from the bond thickness between rods are investigated,namely thin bonded rods and thick bonded rods.The mechanical tests are performed on these two bonded rods.The experimental results show that the bond thickness and the normal force have a significant effect on the mechanical properties of the bonded granules.The tensile strength and ductility both increase with the increase of the bond thickness.The compression curve exhibits strain hardening in the thin bonded rods but strain softening in the thick bonded rods.The peak shear/rotational strength increases with the increase of the normal force in the thin bonded rods,while they increase with the normal force at first,and then decrease in the thick bonded rods.Moreover,the strength envelope in the normal-torsion-shear space is an elliptic paraboloid in the thin bonded rods and a teardrop in the thick bonded rods.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2011年第3期354-360,共7页 Chinese Journal of Geotechnical Engineering
基金 国家杰出青年科学基金项目(51025932) 国家自然科学基金项目(10972158)
关键词 胶结颗粒 微观力学模型 离散单元法 bonded granule micro-mechanical model discrete element method
  • 相关文献

参考文献10

  • 1CUNDALL P A. The measurement and analysis of acceleration in rock slopes[D]. London: University of London, Imperial College of Science and Technology, 1971.
  • 2CUNDALL P A, STRACK O D L. The discrete numerical model for granular assemblies[J]. Grotechnique, 1979, 29(1): 47 - 65.
  • 3CUNDALL P A. PFD2D user's manual (Version 3.1)[R]. Minneapolis: Itasca Consulting Group Inc., 2004.
  • 4CUNDALL P A. PFD3D user's manual. (Version 3.1) [R]. Minneapolis: Itasca Consulting Group Inc, 2004.
  • 5周健,池毓蔚,池永,徐建平.砂土双轴试验的颗粒流模拟[J].岩土工程学报,2000,22(6):701-704. 被引量:169
  • 6沈珠江.土体结构性的数学模型──21世纪土力学的核心问题[J].岩土工程学报,1996,18(1):95-97. 被引量:422
  • 7DELENNE J Y, YOUSSOUFI M S E, CHERBLANC F, et al. Mechanical behaviour and failure of cohesive granular materials[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2004, 28(15): 1577 - 1594.
  • 8JIANG M J, YU H S, HARRIS D. Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2006, 30(7): 723- 761.
  • 9JIANG M J, YAN H B. Micro-contact laws of bonded granular materials for DEM numerical analyses[C]// APCOM'07 in conjunction with EPMESC XI, Kyoto, Japan, 2007.
  • 10蒋明镜,孙渝刚,颜海滨.胶结颗粒作用的微观力学模型试验研究[C]//第25届全国土工测试学术研讨会论文集.杭州,2008:187-192.

二级参考文献6

  • 1沈珠江,岩土工程学报,1996年,18卷,2期
  • 2沈珠江,岩土力学,1995年,16卷,1期
  • 3沈珠江,第五届全国岩土力学数值分析及解析方法讨论会论文集,1994年
  • 4魏汝龙,水利水运科学研究,1980年,4期
  • 5冯国栋,土力学,1986年,18页
  • 6周健,池永,池毓蔚,徐建平.颗粒流方法及PFC2D程序[J].岩土力学,2000,21(3):271-274. 被引量:196

共引文献589

同被引文献312

引证文献27

二级引证文献247

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部