| 入力 | 出力 | |
| +K-1-a-1 t:10[mm] b:25[mm] a:6[mm] c:6[mm] P:100000[N] M:0[N_m] -K-1-a-1 KCALC |
Version 1.0 (Released 2006.12.1) [2006年12月02日18時49分51秒] K値の計算条件[K-1-a-1] 平板のき裂・半楕円表面き裂・Raju-Newmanの解 Ref:(1)Newman,J.C.Jr. and Raju,I.S.,'Stress Intensity Factor Equations for Cracks in Three-Dimensional Finite Bodies',NASA Technical Memorandum 85793,1984 t=10[mm] b=25[mm] a=6[mm] c=6[mm] P=100000[N] M=0[N_m] --- K値の計算 --- 適用範囲のチェック: ---range satisfied--- a= 0.006,c= 0.006,Ka=1.96424e+007,Kb=2.40815e+007[Pa_m^1/2] |