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4 Red Thread I IA - Product Data <br /> Typical Mechanical Properties <br /> ------ --- - ---- --- -------- ------- - - --- ---- ------ <br /> i 75OF <br /> _175°F 1 24°C 200°F ; 93°C <br /> Pipe Property <br /> Method <br /> --- - - - - ; <br /> I psi MPa psi i MPa <br /> AxialTensile <br /> Ultimate Stress 9,530 165.7 16,585 145A ASTM D2105 <br /> Modulus of Elasticity 1.68 x 106 11,584 1.42 x 106 9,791 ASTM D2105 <br /> Poisson's Ratio, v (V )I'i 1 0.35 (0.61) <br /> Axial Compression <br /> Ultimate Stress 12,510 1863 8,560 159.0 ASTM D695 <br /> Modulus of Elasticity 0.677 x 106 4,668 0.379 x 106 2,613 ASTM D695 <br /> Beam Bending <br /> Modulus of Elasticity (Long Term) 12.6 x 106 117,927 10.718 x 106 14,951 ASTM D2925 1 <br /> Hydrostatic Burst <br /> Ultimate Hoop Tensile Stress 136,480 1252 1 ASTM D1599 <br /> Hydrostatic Hoop Design Stress <br /> Static 20 Year Life _ LTHS - 95% LCL - 18,203 - 14,689 125.5 - 101.3 i ASTM D2992 - Procedure B i <br /> Static 50 Year Life LTHS - 95% LCL I - 16,788 - 13,142 111567 - 90.6 ASTM D2992 - Procedure B 1 <br /> Parallel Plate <br /> Hoop Modulus of Elasticity 3.02 x 106 120,822 ASTM D2412 <br /> Shear Modulus 1.76 x 106 i 12,135 1 .63 x 106 11,250 <br /> Typical Physical Properties Ultimate Collapse Pressure <br /> Pipe Property Value Value ` Method Size Collapse Pressurel'ii3li4i <br /> psig MPa <br /> Thermal 0.23 BTU/hrft*D F 0.4 W/m°C ASTM D177 in mm 75°F 150°F 24°C 66°C <br /> Conductivity 2 50 177 133 1.22 0.92 <br /> Thermal 10.7x10&6in/in °F 19.3x10-6mm/mm °C ASTM D696 3 80 171 129 1.18 0.89 <br /> Expansion 4 100 69 51 0.48 0.35 <br /> Absolute 0,00021 in 0.00053 mm 6 150 69 51 0.48 0.35 <br /> Roughness <br /> Specific Gravity _-- _ 1.8 ------_ ASTM D792 Pipe Length <br /> 01V , = The ratio of axial strain to hoop strain resulting from stress in the hoop direction. <br /> VaAttt The ratio of hoop strain to axial strain resulting from stress in the axial direction. Size Standard Random <br /> W The differential pressure between interna l and externa l pressure which causes collapse. in mm ft mft m <br /> 0) A 0.67 design factor Is recommended for short duration vacuum service. A full vacuum is equal <br /> 1o14.7psig (0.101MPa) differential pressure at sea level. 2-6 50-150 15 4.57 22-25 6.7-7.62 <br /> 0) A0.33 design factor Is recommended forsustained (long-term) differential collapse pressure <br /> design and operation. <br /> National OitweliVarcohas produced this brochure forgenerat Fiber Glass Systems <br /> information only, and it is not intended fordesign purposes. 17115 Sart Pedro Avenue, Ste 200 <br /> Although everyeffort has been madeto maintain tile accuracy and <br /> San Antonio, Texas 78232 USA <br /> reliabilityof its contents, National Oilwell Varco in no way assumes {s <br /> responsibility forliability for any loss, damageorinjuryresulting Phone: 210 477 7500 <br /> fromthe use of information and data herein noris any warranty Fax: 210 477 7560 LISTED <br /> expressed or implied. Always cross-reference the bulletin date <br /> with the most current version listed at the web site noted in this <br /> literature. <br /> Bi 2017 National Oilwell Varco All rights reserved <br /> FH1200ENG February 2017 <br /> arghlir <br /> Fiber Glass Systems 11WWff CompiniProduction onSolutions fgspipe@nov. col71 nov. com/fgs <br />