【正文】 SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV TEMP I C O 工況五沿路徑33的應(yīng)力線性化數(shù)值結(jié)果***** POST1 LINEARIZED STRESS LISTING *****INSIDE NODE = 478403 OUTSIDE NODE = 478401 LOAD STEP 1 SUBSTEP= 1 TIME= LOAD CASE= 0 THE FOLLOWING X,Y,Z STRESSES ARE IN THE GLOBAL COORDINATE SYSTEM. ** MEMBRANE ** SX SY SZ SXY SYZ SXZ S1 S2 S3 SINT SEQV ** BENDING ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV I C O ** MEMBRANE PLUS BENDING ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV I C O ** PEAK ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV I C O ** TOTAL ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV TEMP I C O 工況八沿路徑11的應(yīng)力線性化數(shù)值結(jié)果***** POST1 LINEARIZED STRESS LISTING *****INSIDE NODE = 490377 OUTSIDE NODE = 490347 LOAD STEP 1 SUBSTEP= 1 TIME= LOAD CASE= 0 THE FOLLOWING X,Y,Z STRESSES ARE IN THE GLOBAL COORDINATE SYSTEM. ** MEMBRANE ** SX SY SZ SXY SYZ SXZ S1 S2 S3 SINT SEQV ** BENDING ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV I C O ** MEMBRANE PLUS BENDING ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV I C O ** PEAK ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV I C O ** TOTAL ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV TEMP I C O 工況八沿路徑22的應(yīng)力線性化數(shù)值結(jié)果***** POST1 LINEARIZED STRESS LISTING *****INSIDE NODE = 483208 OUTSIDE NODE = 478401 LOAD STEP 1 SUBSTEP= 1 TIME= LOAD CASE= 0 THE FOLLOWING X,Y,Z STRESSES ARE IN THE GLOBAL COORDINATE SYSTEM. ** MEMBRANE ** SX SY SZ SXY SYZ SXZ S1 S2 S3 SINT SEQV ** BENDING ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C O S1 S2 S3 SINT SEQV I C O ** MEMBRANE PLUS BENDING ** I=INSIDE C=CENTER O=OUTSIDE SX SY SZ SXY SYZ SXZ I C