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玻璃钢层合板的超低温双切口层间剪切强度研究 被引量:2

STUDY ON DOUBLE-NOTCH SHEAR STRENGTH OFGLASS CLOTH/EPOXY LAMINATES AT LOW TEMPERATURE
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摘要 本文采用三维有限元法对双切口剪切试验测定玻璃钢层合板的超低温层间剪切强度进行了理论分析和研究 ,解析用的层合板有效弹性系数由组分材料的弹性系数和织物结构的代表体积单元求得。数值解析发现 ,当切口间隔与厚度之比较小时 ,双切口剪切试验片可产生较均匀的剪切应力分布。通过与二维有限元解析结果的对比分析 。 The double-notch shear test method for determining interlaminar shear strength of glass cloth/epoxy laminates at low temperature was studied using a three-dimensional finite element analysis.Effective elastic moduli were determined under the assumption of uniform strain inside the representative volume element.Double-notch shsar specimens with lower notch separation-to-thickness ratios were found to yield more uniform shear stress.The shear stress distribution was compared with the results provided by a plane-strain finite element analysis and the three-dimensional effects were examined.
出处 《玻璃钢/复合材料》 CAS CSCD 2000年第3期9-12,共4页 Fiber Reinforced Plastics/Composites
关键词 低温力学 玻璃钢 层合板 层间剪切强度 Cryomechanics glass cloth/epoxy laminates interlaminar shear strength double-notch shear tests shear stress distribution finite element method
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参考文献2

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同被引文献15

  • 1王瑞,陈海霞,郭兴峰,王广峰.层合板复合材料的层间剪切强度评价方法及其改进研究[J].玻璃钢/复合材料,2004(3):8-11. 被引量:15
  • 2李耀光,李国栋.非参数检验在质量检验和工艺研究中的应用[J].烟草科技,2005,38(6):6-9. 被引量:1
  • 3王言磊,郝庆多,欧进萍.复合材料层合板面内剪切实验方法的评价[J].玻璃钢/复合材料,2007(3):6-8. 被引量:13
  • 4Selmy AI, Elsesi AR, Azab NA. Monotonic properties of unidirec-tional glass fiber (U)/random glass fiber (R)/epoxy hybrid com- posites[J]. Mater Des, 2011(32) : 7-9.
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  • 6A Chan, WK Chiu, XL Liu. Determining the elastic interlaminar shear modulus of Composite laminates [ J ]. Composite Structures, 2007(80) : 396-408.
  • 7张子龙.10sipeseu剪切方法的试验研究[J].北京航空航天大学学报,1997,46(6):727-729.
  • 8雷华悦.玻璃钢排烟内简铺层优化设计及工程化应用研究[D].上海:华东理工大学,2015.
  • 9Adams DF, Lewis EQ. Current status of composite material shear test methods [ J ]. SAMPE J, 1984( 31 ) : 32-41.
  • 10G Narayana Naik, A V Krishna Murty, S Gopalakrishnan. A failure mechanism based failure theory for laminated comp-osites including the effect of shear stress [ J ]. Composite Structures, 2005 ( 69 ) : 219-227.

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