A.產(chǎn)生2%的塑性應(yīng)變所對(duì)應(yīng)的應(yīng)力值作為屈服極限; B.產(chǎn)生0.02%的塑性應(yīng)變所對(duì)應(yīng)的應(yīng)力值作為屈服極限; C.產(chǎn)生0.2%的塑性應(yīng)變所對(duì)應(yīng)的應(yīng)力值作為屈服極限; D.產(chǎn)生0.2%的應(yīng)變所對(duì)應(yīng)的應(yīng)力值作為屈服極限
A.對(duì)近似微分方程誤差的修正B.剪力對(duì)變形的影響C.約束條件對(duì)變形的影響D.梁的軸向位移對(duì)變形的影響
如圖所示受彎梁,其BC段:()
A.有位移,無(wú)變形 B.有變形,無(wú)位移 C.既有位移,也有變形 D.既無(wú)位移,也無(wú)變形