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D ¼ y Ì í S ² C 6)$ &72 y ª ¢ Ç í ¢ â ' ê Î s y b (97. Û / J i ¹ ñ ½ s z / J i ¹ ñ ½ z / J ¥ ¤ ¥ W Ù Ê b ¸ ¼ v U O q Ý b j @ þ W s Z u n j Ö û z ( u t 2 " b d } j J Ã v d Ú E ¤ Û í y ¶ Å u v o O q / J i ¹ ñ ½ % y Ö Z v Ö b q U d y r _ c > ` O } Û ¤ d y ¼ ò ¤ Á ¥ z b q O u O y. µ á ê Ç 8 ë j '9' Ë I ç '9' þ Ö ÿ Ã _ s ^ ¸ 8 ¹ ñ ½ v Ï ë s ´ X ` ¾ ² c % " ë y J F { I ç '9'.

} J ¸ ç y µ Ý ã ê µ å ñ ¹ ñ ½ = b q y ê ­ ¿ á ¾ i y O v z ¸ r ã = ` q O µ á Æ é Î · d = b q ¸ ^ z ¢ d }. PHILOSOPHICAL MAGAZINEB,1998,VOL78,NO Adiabatic equation for cracks ByMichaelMarder Department of Physics and Center for Nonlinear Dynamics, The University of Texas at Austin, Austin, Texas , USA Abstract This article describes dynamical equations for cracks in strips After ® rst ® nding the stress and strain ® elds around a crack moving at constant velocity. V _ e n a f g » k ^ l d m \ p h ¼ ` " Å Z d ` ¹ Ñ £ } ~ º Ñ ¦ ~.

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Uae Y Vg のギャラリー

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