Fig. 9



Stress and displacement contours of typical sections: (a)–(d) section P01; (e)–(h) section P02; (i)–(l) section P07; (m)–(p) section P10.
Stress and displacement contours of typical sections: (a)–(d) section P01; (e)–(h) section P02; (i)–(l) section P07; (m)–(p) section P10.