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Значения коэффициентов интенсификации напряжений в кривых трубах нри И = 2 D Таблица 30 Толщина стенок труб б, мм 108 159 219 273 325 377 426 529 630 720 820 920 1020 1120 1220 1320 1420 1520 1620 1720 1820 1920 2020 2,334 3,115 3.883 4,465 1,460 2,509 3,132 3,658 4,109 1,218 2,164 2.700 3,150 3,588 3,965 1.085 1,426 2,373 2,766 3,132 3,478 3,780 4,361 4,930 0,973 1,280 2,148 2,498 2,821 3,132 3,416 3,965 4,430 4,846 5,299 5,727 0,909 1,153 1,471 2,268 2,565 2,849 3,115 3,588 4,079 4,465 4,846 5,299 5,670 6,032 0,851 1,076 1,348 2,092 2,373 2,637 2,849 3,335 3,755 4,109 4,465 4,846 5,202 5,505 5,845 0,819 0,998 1,240 1,471 2,189 2,434 2,662 3,081 3,478 3,831 4,169 4,5.36 4,846 5,202 5,505 5,727 0,032 6,300 0,786 0,940 1,174 1,373 2,054 2,777 2,487 2,893 3,240 3,588 3,938 4,231 4,536 4,846 5,108 5,400 5,670 6,0.32 6,163 6,443 0,770 0,895 1.090 1.277 1,460 2,131 2,.343 2,726 3,081 3,375 3,706 3.965 4,295 4,5.36 4,846 5,108 5,400 5,670 5,845 6,163 6,300 6,670 6,831 0,749 0,805 1,0.39 1,212 1,377 2,025 2,197 2,577 2,907 3,185 3,478 3,780 4,079 4,295 4,536 4,846 5,108 5,299 5,505 5,727 6,032 6,.300 6,443 0,743 0,833 0,986 1,144 1,320 1,461 2,092 2.444 2,766 3,032 3,316 3,588 3,857 4,109 4,361 4,610 4,846 5,018 5,299 5,505 5,727 5,845 6,163 0,732 0,814 0,947 1,093 1,241 1,376 1,530 2,334 2,637 2,893 3,150 3,416 3.658 3,938 4,169 4,.361 4,610 4,846 5,018 5,202 5,400 5.670 5,845 а о» сч о 3 а о
Значения коэффициента интенсификации напряжений в кривых трубах R=3 D | Толщина стеноп труб 6, мм | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 1,349 | 1.112 | 0,956 | 0,878 | 0,815 | 0,784 | 0,755 | 0,743 | 0,731 | 0,727 | 0,723 | 0,723 | 0,723 | | 2,378 | 1,460 | 1,250 | 1,089 | 0.998 | 0,918 | 0,872 | 0,830 0,970 | 0,802 | 0,776 | 0,762 | 0,740 | 0,741 | | 2,964 | 2,.391 | 2,061 | 1,369 | 1,2.33 | 1,117 | 1.040 | 0,933 | 0,880 | 0,851 | 0,822 | 0.802 | | 3,407 | 2,792 | 2,404 | 2,111 | 1,451 | 1,309 | 1,202 | 1,117 | 1,0,53 | 0,992 | 0,995 | 0,914 | 0,882 | | | 3,136 | 2,737 | 2,391 | 2,153 | 1,486 | 1,369 | 1,250 | 1,179 | 1,112 | 1,059 | 1,021 | 0,971 | | | | 3,026 | 2,654 | 2,391 | 2,174 | 1,528 | 1,404 | 1,308 | 1,223 | 1,166 | 1,113 | 1,058 | | | | | 2,885 | 2,607 | 2,378 | 2,175 | 2.031 | 1,435 | 1,348 | 1,267 | 1,202 | 1,1.55 | | | | | 3,,329 | 3,026 | 2,739 | 2,545 | 2,352 | 2,208 | 2,080 | 1,502 | 1,413 | 1,.349 | | | | | 3,763 | 3,381 | 3,113 | 2,866 | 2,654 | 2,473 | 2,352 | 2,219 | 2,111 | 1 „528 | | | | | | 3,698 | 3,407 | 3,136 | 2,924 | 2,739 | 2,576 | 2,431 | 2,314 | 2,208 | | | | | | 4,044 | 3,698 | 3,407 | 3,182 | 3,005 | 2,828 | 2,654 | 2,530 | 2,404 | | | | | | 4,371 | 4,044 | 3,698 | 3,462 | 3,229 | 3,020 | 2,885 | 2,739 | 2,607 | 1020 | | | | | | 4,327 | 3,970 | 3,698 | 3,462 | 3,278 | 3,113 | 2.943 | 2,792 | 1120 | | | | | | 4,603 | 4,201 | 3,970 | 3,698 | 3,462 | 3,278 | 3,136 | 3.005 | 1220 | | | | | | | 4,461 | 4,201 | 3.898 | 3,698 | 3,462 | 3,329 | 3.182 | 1320 | | | | | | | | 4,371 | 4,121 | 3,898 | 3,698 | 3,518 | .!,;329 | 1420 | | | | | | | | 4,603 | 4,327 | 4,121 | 3,898 | 3,698 | 3,518 | 1520 | | | | | | | | 4,808 | 4,603 | 4,327 | 4,044 | .3,830 | 3,698 | 1620 | | | | | | | | | 4,704 | 4,461 | 4,201 4,.371 | 4,044 | 3,8.30 | 1720 | | | | | | | | | 4,917 | 4,704 | 4,201 | 3,970 | 1820 | | | | | | | | | | 4,808 | 4,603 | 4,371 | 4,121 | 1920 | | | | | | | | | | 5,091 | 4,808 | 4,461 | 4.327 | 2020 | | | | | | | | | | 5,213 | 4,917 | 4,704 | 4;461 |
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Значсппя коэффициента интенсификации напряжсипй т, в кривых трубах R , D Таблица 38 >> | | | | | | Толщина стеноп | Труб 6, mm | | | | | | | | | | | | | | | | | | | | 1,115 | 0,945 | 0,841 | 0,792 | 0.7 ГЛ | 0,7.39 | 0,728 | 0.724 | 0,722 | 0724 | 0,727 | 0,720 | 0,736 | | l/i!)7 | 1,107 | 1.042 | 0,929 | 0.808 | 0,816 | 0,789 | 0,764 | 0.749 | 0,7.35 | 0,7,30 | 0,724 | 0,724 | | 2,446 | 1,495 | 1,292 | 1,131 | 1,0,30 | 0,949 | 0,897 | 0.8.50 | 0,827 | 0.793 | 0 770 | 0,700 | 0,747 | | 2,813 | 2.304 | 1,518 | 1,312 | 1,188 | 1,089 | 1,007 | 0,9,9 | 0,905 | 0.8.53 | 0.841 | 0,814 | 0,793 | | | 2.589 | 2,2C.1 | 1.495 | 1.3,34 | 1,218 | 1,131 | 1,049 | 0,993 | 0,945 | 0,0()9 | 0,883 | 0,8.52 | | | | 2,498 | 2,191 | 1,495 | l,.3fi6 | 1,245 | 1,153 | 1,087 | 1,025 | 0,986 | 0.947 | 0,908 | | | | | 2,.381 | 2,152 | 1,497 | 1,.360 | 1.206 | 1.180 | 1,113 | 1,055 | 1,007 | 0,977 | | | | | 2,748 | 2,498 | 2,261 | 2,101 | 1.404 | 1„377 | 1,290 | 1,228 | 1.101 | 1,115 | | | | | 3,106 | 2,791 | 2,570 | 2,.3(i0 | 2.191 | 2,041 | 1.404 | 1,.375 | 1.317 | 1,245 | | | | | | 3,053 | 2.813 | 2,589 | 2.414 | 2.26 ( | 2.120 | 1,.5.36 | 1.451 | 1,.377 | | | | | | 3,338 | 3.053 | 2,813 | 2,(527 | 2.481 | 2.335 | 2,191 | 2,089 | 1.518 | | | | | | 3,008 | 3„338 | 3,053 | 2,8,58 | 2.(;(-6 | 2,448 | 2,.481 | 2.261 | 2,152 | f020 | | | | | | 3.,572 | 3,277 | 3.053 | 2,8,5S | 2,700 | 2,570 | 2,430 | 2,304 | 1120 | | | | | | 3,800 | 3,468 | 3,277 | .•>,053 | 2,8.58 | 2.700 | 2..589 | 2,481 | 1220 | | | | | | | 3,082 | 3.468 | 3,218 | 3 053 | 2,8.58 | 2.478 | 2,«27 | 1320 | | | | | | | | 3.008 | 3,402 | 3,218 | 3,0,53 | 2,904 | 2,748 | 1420 | | | | | | | | 3,800 | 3,.57L | 3,402 | 3.218 | 3,0.53 | 2,904 | 1520 | | | | | | | | 3,909 | 3.800 | 3,572 | 3,338 | 3,101 | 3,053 | 1620 | | | | | | | | | 3,883 | 3.082 | 3.408 | 3 338 | 3,161 | 1720 | | | | | | | | | 4,0,59 | 3,883 | 3,()08 | 3,4(!8 | 3.277 | 1820 | | | | | | | | | | 3,909 | 3.8(0 | 3,fl(;8 | 3.402 | 1920 | | | | | | | | | | 4,202 | 3.9(i9 | б.Ш | 3,572 | 2020 | | | | | | | | | | 4,304 | 4,059 | 3,883 | 3,682 |
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