【正文】 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 第一級中間管板數(shù)值結果工況十二沿路徑11的應力線性化數(shù)值結果***** POST1 LINEARIZED STRESS LISTING *****INSIDE NODE = 738042 OUTSIDE NODE = 630683 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 工況十四沿路徑11的應力線性化數(shù)值結果***** POST1 LINEARIZED STRESS LISTING *****INSIDE NODE = 645691 OUTSIDE NODE = 630258 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 下管板數(shù)值結果工況五沿