期刊文献+

Ⅰ-Ⅱ复合型裂纹等σ_θε_θ线面积断裂准则

The area fracture criterion of isoline σ_θε_θ for Ⅰ-Ⅱ mixed mode crack
下载PDF
导出
摘要 为了研究构件中的复合型裂纹开裂角和裂纹扩展临界值,根据Ⅰ-Ⅱ复合型裂纹尖端附近等σθεθ线所围成的面积大小的变化,提出了Ⅰ-Ⅱ复合型裂纹断裂等σθεθ线面积断裂准则,推导了Ⅰ-Ⅱ复合型裂纹扩展的开裂角公式和断裂扩展准则表达式,结果表明纯Ⅱ型裂纹的θ0及断裂韧度比c cKⅡ/KⅠ随泊松比的增大而降低。同时给出了Ⅰ-Ⅱ复合型等σθεθ线面积断裂准则的理论预测曲线,并与部分实测值进行了对比分析,与其他准则以及试验数据对比分析表明:本准则的Ⅰ-Ⅱ复合型裂纹断裂准则公式推导简单,工程应用方便;其理论预测值与现有部分材料的实验值相比误差在12%以内,表明本文提出的Ⅰ-Ⅱ复合型裂纹等σθεθ线面积断裂准则可以应用于部分材料的复合型断裂问题分析。 The composite crack initiation angle and the expanding critical value of the cracks in bearing members are studied in this paper.A criterion of isoline σ_θε_θ for I-II mixed mode crack based on the changes in the size of the area formed by isoline σ_θε_θ is proposed,crack expanding initiation angle formula and the fracture expanding criterion are established,the 0 θ for Ⅱ mode crack and fracture toughness cc KK ⅡⅠ / varying with Poisson ratio have been analyzed,it is found that 0 θ for Ⅱ mode crack and fracture toughness cc KK ⅡⅠ / decreases with the increasing of the poisson's ratio.A theoretic prediction curve is given based upon the fracture criterion of isoline σ_θε_θ for I-II mixed mode,and a comparason with the tested data is made.These results are of important theoretical significance and practical value in determining the complex stress states of bearing members in different projects.By comparason with other criteria and test data,it is shown that the deduction of the formula for fracture criterion of isoline σ_θε_θ for I-Ⅱ mixed mode cracks is simple,thus,it is convenient to apply it to the practice,and the error of its theoretically predicted values to the measured values for some materials is less than 12%,which proves that the fracture criterion of isoline σ_θε_θ for I-II mixed mode crack proposed in this paper is applicable to the analysis of mixed-mode fracture problems.
出处 《应用力学学报》 CAS CSCD 北大核心 2013年第2期282-285,309,共4页 Chinese Journal of Applied Mechanics
基金 国家自然科学基金(51279109) 辽宁省科学事业公益研究基金(2011002008)
关键词 复合型裂纹 断裂准则 等σθεθ线 开裂角 mixed mode crack,fracture criterion,isoline σ_θε_θ ,crack initiation angle
  • 相关文献

参考文献9

二级参考文献30

  • 1隆开圻,简政.混凝土I.II复合型裂纹断裂准则及其尺寸效应的试验研究[J].陕西水力发电,1989,5(2):51-56. 被引量:6
  • 2陈增涛,王铎.复合型裂纹的混合开裂准则[J].哈尔滨工业大学学报,1994,26(4):127-131. 被引量:3
  • 3蒋玉川,王启智.形状改变比能密度因子断裂准则[J].工程力学,2005,22(5):31-35. 被引量:18
  • 4徐道远.用四点剪切试样确定混凝土Ⅰ、Ⅱ复合型裂纹断裂判据的测试研究[J].水利学报,1984,(9):19-23.
  • 5徐道远.混凝土Ⅰ、Ⅱ复合型裂纹临界断裂曲线测试研究[J].混凝土及加气混凝土,1983,(6):21-25.
  • 6徐道远.混凝土Ⅰ、Ⅱ复合型裂纹断裂判据的探讨[J].水利学报,1982,(6):20-24.
  • 7黄松梅.混凝土Ⅰ、Ⅱ复合型Ⅴ型切口断裂准则试验研究[J].水利学报,1987,(4):22-29.
  • 8ERDOGAN F,SIH G C. On crack extension in plane loading and transverse shear[J]. Journal of Basic Engineering, 1963, 85:519-527.
  • 9廖子云.混凝土Ⅰ Ⅱ复合型裂纹断裂研究.岩石·混凝土断裂与强度,1986,(1):34-38.
  • 10胡蓓雷.混凝土复合型断裂的试验研究及数值分析[D].大连:大连理工大学,1995.

共引文献19

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