2.008 1.676 1080 200 a b c 200 820 820 200 1080 200 820 200 1080 200 1.176 1.004 0.832 0.660 0.488 0.316 0.144 −0.028 −0.201 −0.373 −0.545 −0.717 −0.889 −1.061 −1.233 −1.405 −1.577 −1.749 −1.921 −2.093 −2.265 1.386 1.095 0.805 0.515 0.225 −0.065 −0.356 −0.646 −0.936 −1.226 −1.516 −1.807 −2.097 −2.387 −2.677 −2.968 −3.258 −3.548 −3.838 −4.128 1.836 1.664 1.492 1.320 1.148 0.977 0.805 0.633 0.461 0.289 0.117 −0.054 −0.226 −0.398 −0.570 −0.742 −0.914 −1.085 −1.257 −1.429 Fig. 9.5 Distribution map of displacement. (a–c) Showing result between Fig. 9.4a and b–d 0.043 0.047 200 200 200 200 820 820 820 200 1080 1080 1080 200 a b c 0.041 0.036 0.030 0.025 0.019 0.014 −0.013 −0.019 −0.024 −0.030 −0.035 −0.041 −0.046 −0.052 −0.057 −0.063 8.525e−3 3.043e−3 −2.439e−3 −7.921e−3 0.045 0.040 0.035 0.029 0.024 0.019 0.014 8.261e−3 −0.013 −0.018 −0.023 −0.028 −0.034 −0.039 −0.044 −0.049 −0.055 −0.060 3.013e−3 −2.235e−3 −7.484e−3 0.039 0.034 0.030 0.025 0.021 0.016 0.012 7.280e−3 2.819e−3 −1.643e−3 −6.104e−3 −0.011 −0.015 −0.019 −0.024 −0.028 −0.033 −0.037 −0.042 −0.046 Fig. 9.6 Distribution map of strain. (a–c) Showing result between Fig. 9.4a and b–d
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