%-----failure----direct?method?（not?deal?with?reaction?force）-----------------------
A1=[0.458330.156250.072917;
????0.156250.45833-0.30208;
????0.041667-0.031250.30208]
B1=[10;10;0]
X1=A1\B1
X1?=

???16.5557
???15.7426
???-0.6550
%-----pass--direct?method?（deal?with?reaction?force）------------------------???
A1=[0.458330.156250.072917;
????0.156250.45833-0.30208;
????0.072917-0.302080.60416]
B1=[10;10;0]
X1=A1\B1
X1?=

???11.3448
???25.4280
???11.3448
%----pass-Lagrange?multipler-----------------------------------??
A2=[0.458330.156250.0416670.031250;
????0.156250.45833-0.03125-0.270830;
????0.041667-0.031250.45833-0.156251;
????0.03125-0.27083-0.156250.45833-1;
????001-10]
B2=[10;10;0;0;0]
X2=A2\B2
X2?=

???11.3448
???25.4280
???11.3448
???11.3448
???-3.1051
%----pass---penalty?approach-------------------?
C=1000??
A3=[0.458330.156250.0416670.03125;
????0.156250.45833-0.03125-0.27083;
????0.041667-0.031250.45833+C-0.15625-C;
????0.03125-0.27083-0.15625-C0.45833+C]
B3=[10;10;0;0]
X3=A3\B3?
X3?=

???11.3441
???25.4296
???11.3441
???11.3472
%-----pass---penalty?approach-------------???
C=100000??
A3=[0.458330.156250.0416670.03125;
????0.156250.45833-0.03125-0.27083;
????0.041667-0.031250.45833+C-0.15625-C;
????0.03125-0.27083-0.15625-C0.45833+C]
B3=[10;10;0;0]
X3=A3\B3?
X3?=

???11.3448
???25.4280
???11.3448
???11.3448

?屬性????????????大小?????日期????時間???名稱
-----------?---------??----------?-----??----
?????目錄???????????0??2018-05-16?20:33??曾攀有限元\
?????目錄???????????0??2018-04-12?22:06??曾攀有限元\MATLABFEM\
?????目錄???????????0??2018-04-12?22:06??曾攀有限元\MATLABFEM\Bar1D2Node\
?????文件?????????299??2008-10-30?08:20??曾攀有限元\MATLABFEM\Bar1D2Node\Bar1D2Node_Assembly.m
?????文件?????????201??2008-09-30?11:42??曾攀有限元\MATLABFEM\Bar1D2Node\Bar1D2Node_Forces.m
?????文件?????????202??2008-09-30?11:43??曾攀有限元\MATLABFEM\Bar1D2Node\Bar1D2Node_Stiffness.m
?????文件?????????218??2008-09-30?11:43??曾攀有限元\MATLABFEM\Bar1D2Node\Bar1D2Node_Stress.m
?????目錄???????????0??2018-04-12?22:06??曾攀有限元\MATLABFEM\Bar2D2Node\
?????文件?????????356??2008-09-30?11:56??曾攀有限元\MATLABFEM\Bar2D2Node\Bar2D2Node_Assembly.m
?????文件?????????407??2008-09-30?11:48??曾攀有限元\MATLABFEM\Bar2D2Node\Bar2D2Node_Forces.m
?????文件?????????438??2008-09-30?11:49??曾攀有限元\MATLABFEM\Bar2D2Node\Bar2D2Node_Stiffness.m
?????文件?????????408??2008-09-30?11:50??曾攀有限元\MATLABFEM\Bar2D2Node\Bar2D2Node_Stress.m
?????文件????????1180??2008-09-30?12:01??曾攀有限元\MATLABFEM\Bar2D2Node\[典型例題]3_2_5（1）.m
?????目錄???????????0??2018-04-12?22:06??曾攀有限元\MATLABFEM\Beam1D2Node\
?????文件?????????324??2008-09-30?18:00??曾攀有限元\MATLABFEM\Beam1D2Node\Beam1D2Node?_Deflection.m
?????文件?????????346??2008-09-30?17:58??曾攀有限元\MATLABFEM\Beam1D2Node\Beam1D2Node_Assembly.m
?????文件?????????291??2008-09-30?17:57??曾攀有限元\MATLABFEM\Beam1D2Node\Beam1D2Node_Stiffness.m
?????文件?????????341??2008-09-30?17:58??曾攀有限元\MATLABFEM\Beam1D2Node\Beam1D2Node_Strain.m
?????文件?????????200??2008-09-30?17:59??曾攀有限元\MATLABFEM\Beam1D2Node\Beam1D2Node_Stress.m
?????目錄???????????0??2018-04-12?22:06??曾攀有限元\MATLABFEM\Beam2D2Node\
?????文件?????????376??2008-09-30?17:45??曾攀有限元\MATLABFEM\Beam2D2Node\Beam2D2Node_Assemble.m
?????文件?????????400??2008-09-30?17:44??曾攀有限元\MATLABFEM\Beam2D2Node\Beam2D2Node_Stiffness.m
?????文件?????????183??2008-10-30?08:31??曾攀有限元\MATLABFEM\Beam2D2Node\BeamForces.m
?????文件?????????543??2008-10-03?18:38??曾攀有限元\MATLABFEM\Beam2D2Node\[MATLAB算例]3_3_7（2）.asv
?????文件?????????541??2008-09-30?17:51??曾攀有限元\MATLABFEM\Beam2D2Node\[MATLAB算例]3_3_7（2）.m
?????目錄???????????0??2018-04-12?22:06??曾攀有限元\MATLABFEM\FEM2D\
?????文件?????????292??2008-10-19?10:29??曾攀有限元\MATLABFEM\FEM2D\constrain.txt
?????文件?????????342??2008-10-19?10:28??曾攀有限元\MATLABFEM\FEM2D\element.txt
?????文件?????????389??2008-10-22?07:18??曾攀有限元\MATLABFEM\FEM2D\elem_stress.dat
?????文件????????4722??2008-10-19?22:17??曾攀有限元\MATLABFEM\FEM2D\FEM2D_MAIN.m
?????文件?????????292??2008-10-19?16:35??曾攀有限元\MATLABFEM\FEM2D\force.txt
............此處省略61個文件信息