Strain rate effect on in-plane shear strength of unidirectional polymeric composites

被引:59
作者
Tsai, JL
Sun, CT [1 ]
机构
[1] Natl Chiao Tung Univ, Dept Engn Mech, Hsinchu 300, Taiwan
[2] Purdue Univ, Sch Aeronaut & Astronaut, W Lafayette, IN 47907 USA
关键词
in-plane shear strength; strain rate; polymeric composites; shear stress; transverse normal stress;
D O I
10.1016/j.compscitech.2005.01.013
中图分类号
TB33 [复合材料];
学科分类号
摘要
The strain rate effect on the in-plane shear strength of unidirectional composites was investigated. Off-axis S2/8552 glass epoxy block specimens were employed to produce in-plane shear failure. In order to determine the strain rate effect, specimens were tested in compression at various strain rates. For strain rates less than 1/s, experiments were conducted on an MTS machine. For higher strain rates, they were performed using a Hopkinson pressure bar. Experimental observations indicated that, for composite specimens with off-axis angles less than 10 degrees, fiber microbuckling is the dominant failure mechanism. However, for the specimens with off-axis angles between 15 degrees and 45 degrees, in-plane sharing is the major failure mode. If the off-axis angle is greater than 45 degrees, out of plane shear failure would take place. Only the in-plane shear failure mechanism was concerned in this study. The shear strain rate was obtained from the uniaxial strain rate by relating the effective plastic strain rate to the plastic shear strain rate with the aid of a viscoplasticity model. Through coordinate transformation law, the uniaxial failure stresses were then converted to a plot of shear stress versus transverse normal stress from which the shear strength in the absence of transverse normal stress (sigma(22) = 0) was obtained. Experimental results showed that the shear strength of the composite is quite sensitive to strain rate and the shear strength increases as strain rate increases. In contrast, the shear failure strain decreases as strain rate increases. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1941 / 1947
页数:7
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