16.正常应力分布(单向苏格兰胶合板) (a) d/W = 0.1 ................................................................................................. 74 (b) d/W = 0 .2 ................................................................................................. 75 (c) d/W = 0 .3 ................................................................................................. 76 (d) d/W = 0 .4 ................................................................................................. 77 (e) d/W = 0 .5 ................................................................................................. 78
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