期刊文献+

广义八面体理论研究综述 被引量:2

Review on generalized octahedral theory
下载PDF
导出
摘要 在真三轴应力状态下,根据不同材料的破坏(屈服)面特征,依次采用三组破坏面对正六面单元体进行截取,则可得到一系列八面单元体(特别是岩土),亦即广义八面体,并进而可派生出其他相应的单元体,而已知的等倾八面体和双剪理论中的正交八面体则是其中的2类特征过渡单元体,由此构成了一个广义八面体单元体系.而不同单元体上的应力,则可通过双剪应力、静水应力和应力Lode参数建立起内在联系,并可据此对应力状态进行划分.在这一理论体系中,若首先考虑中间主应力和静水应力效应的情况,则可探究材料的多轴强度模型及其演变规律;其次,可根据材料的弹塑性理论,探究材料的强度、变形的本构关系;第三,可通过对建立在偏平面上的屈服方程,探索其演化规律.由此可初步建立起广义八面体理论体系的架构.进一步可在此基础上开展更为广泛的包括材料的弹-塑-粘、损伤、疲劳和蠕变等性征的内在规律,从而建立起较为完善的广义八面体理论体系. According to failure (or yield) characteristics of materials, a serials of octahedral element bodies, which is generalized octhedron is cut orderly from cubic element by three groups of failure planes under true triaxial stress state . Further, by which other corresponding element bodies can be derived, in which well known isoclinal octahedron and orthogonal octahedron are two important characteristic element bodies, thus a generalized octahedral element system is formed. Although stresses are different on the different element bodies which can be established a link among double shear stress and hydrostatic stress and stress Lode parameter, then stress state can be divided by the interrelations. In the theory system, if the effections of hydrostatic stress and mean principal stress are considered firstly, then muhiaxial strength models and laws of evolution of the models may be achieved. Secondly, constitutive relations of strength and deformation can be proposed by elastoplasticity theory. Thirdly, evolution laws of yield equations made on the π. -plane may also be given. By the above study, a generalized octhedral theory may be founded initially. Further, more broadly study on inner - law of elasticity - plasticity - viscous, damage, fatigue and creep of materials, etc. , and a more perfect theory system of generalized octhedron may be founded.
出处 《河南理工大学学报(自然科学版)》 CAS 2007年第6期601-608,共8页 Journal of Henan Polytechnic University(Natural Science)
基金 河南理工大学博士基金资助项目(6482-24)
关键词 弹塑性理论 强度理论 广义八面体 正交八面体 等倾八面体 elastoplasticity theory strength theory generalized octahedron orthogonal octahedron isoclinal octahedron
  • 相关文献

参考文献32

  • 1唐明述.水泥混凝土与可持续发展[J].中国有色金属学报,2004,14(F01):164-172. 被引量:37
  • 2YU MAOHONG, Advances in strength theory for materials under complex stress state in the 20th century [ J]. Applied Mechanics Reviews, ASME, 2002, 55 (3) : 169 -218.
  • 3LIU P S. Different theories application to foamed metals under biaxial equal - stress tension [ J ]. Materials Science and Engineering A, 2004, 364 (1 -2): 370-373.
  • 4ANDRZEJ LITEWKA, LESZEK SZOJDA. Damage, plasticity and failure of ceramics and cementitious composites sub- jected to multi - axial state of stress [ J]. International Journal of Plasticity, 2006, 22 ( 11 ) : 2048 - 2065.
  • 5DE'AN SUN, YANG - PING YAO, HAJIME MATSUOKA. Modification of critical state models by Mohr - Coulomb criterion [J]. Mechanics Research Communications, 2006, 33 (2): 217-232.
  • 6杨健辉.广义八面体理论体系的初步研究[R].武汉:武汉大学博士后出站报告,2007,5.
  • 7俞茂宏,吉嶺充俊,范文.工程材料强度理论研究的几次重大进展[J].中国科学基金,2002,16(6):330-332. 被引量:3
  • 8XIAO H, HE L H. A unified exact analysis for the Poynting effects of cylindrical tubes made of Hill's class of Hookean compressible elastic materials at finite strain [ J]. International Journal of Solids and Structures, 2007, 44 (2) : 718 -731.
  • 9姚仰平,路德春,周安楠,邹博.广义非线性强度理论及其变换应力空间[J].中国科学(E辑),2004,34(11):1283-1299. 被引量:86
  • 10WEILONG HU. An orthotropic yield criterion in a 3 - D general stress state [ J]. International Journal of Plasticity, 2005, 21 (9): 1771-1796.

二级参考文献66

共引文献141

同被引文献35

  • 1丁发兴,余志武.基于损伤泊松比的混凝土多轴强度准则[J].固体力学学报,2007,28(1):13-19. 被引量:16
  • 2林皋,李建波,赵娟,梁正召.单轴拉压状态下混凝土破坏的细观数值演化分析[J].建筑科学与工程学报,2007,24(1):1-6. 被引量:22
  • 3李杰,任晓丹,杨卫忠.混凝土二维本构关系试验研究[J].土木工程学报,2007,40(4):6-12. 被引量:16
  • 4杨健辉.广义八面体理论体系的初步研究[R].武汉:武汉大学博士后出站报告.2007.
  • 5YU A FISHMAN. Features of compressive failure of brittle materials [ J]. International Journal of Rock Mechanics and Mining Sciences, 2008, 45 (6): 993 -998.
  • 6杨健辉,杨正浩,莫苇,等.基于正交八面体理论的混凝土多轴强度模型[c]//第二届结构工程新进展国际论.北京:中国建筑工业出版社,2008:621-630.
  • 7LEONARD SPIEGEL, GEORGE F. LIMBRUNNER. Reinforced concrete design, 4/e [ M]. Beijing: Pearson educa- tion asia hmited and tsinghua university press, 2004.
  • 8YU MAOHONG. Advances in strength theory for materials under complex stress state in the 20th century [ J]. Applied Mechanics Reviews, ASME, 2002, 55 (3) : 169 -218.
  • 9ULRICH HaUSSLER - COMBE, JENS HARTIG. Formulation and numerical implementation of a constitutive law for concrete with strain - based damage and plasticity [ J]. International Journal of Non - Linear Mechanics, 2008, 43 (5) : 399 -415.
  • 10RAOUL COSTAMAGNA, OTTO T. BRUHNS. A four -parameter criterion for failure of geomaterials [ J]. Engineering Structures, 2007, 29 (3): 461-468.

引证文献2

二级引证文献2

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