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Red • • Data <br /> Typical Mechanical Properties <br /> 75° F 24°C 200° F 93°C <br /> Pipe Property Method <br /> Psi MPa psi MPa <br /> Axial Tensile <br /> Ultimate Stress 19,530 165 .7 16, 585 145.4 ASTM D2105 <br /> Modulus of Elasticity 1. 68 x 106 11, 584 1 1 .42 x 106 19,791 1 ASTM D2105 <br /> Poisson's Ratio, v (v,,) (1) 1 035 (0.61) <br /> Axial Compression <br /> Ultimate Stress 121510 186.3 18,560 159.0 1 ASTM D695 <br /> Modulus of Elasticity 0. 677 x 106 149668 10,379 x 106 1 2,613 ASTM D695 <br /> Beam Bending <br /> Modulus of Elasticity (Long Term) 12 .6 x 106 117,927 0.718 x 106 4,951 ASTM D2925 <br /> Hydrostatic Burst <br /> Ultimate Hoop Tensile Stress 140, 150 1277 136,480 1252 ASTM D1599 <br /> Hydrostatic Hoop Design Stress <br /> Static 20 Year Life LTHS - 95% LCL I - 18, 203 - 14,689 1125.5 - 101 .3 ASTM D2992 - Procedure B <br /> Static 50 Year Life LTHS - 95% LCL I - 16,788 - 13,142 115 .7 - 90.6 1 ASTM D2992 - Procedure B <br /> Parallel Plate <br /> Hoop Modulus of Elasticity 3 . 02 x 106 20, 822 1 - - ASTM D2412 <br /> Shear Modulus 11 .76 x 106 112,135 11 . 63 x 106 111,250 <br /> Typical Physical Properties Ultimate Collapse Pressure <br /> Pipe Property Value Value MethodSize Collapse Pressure(2)(3)(4) <br /> psig MPa <br /> Thermal <br /> Conductivity eft0. 23 BTU/h •°F 0.4W/m°C ASTM D177 in mm 75° F 150° F 24°C 66°C <br /> 2 50 177 133 1. 22 0. 92 <br /> Thermal 10.7x 10-11n/in OF 19.3 x 10-bmm/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 /> (1) Vha = The ratio of axial strain to hoop strain resu It!ng from stress in the hoop direction. <br /> Vah The ratio of hoop strain toaxialstrain resulting from stress inthe axialdirection. Size Standard Random <br /> (21 The differential pressure between Internal and external pressure which causes collapse. inmm ft m ft m <br /> (') A 0,67 design factor Is recommended for short duration vacuum service. A full vacuum Is equa I <br /> to 14.7 psig (0.101 MPa) differential pressure at sea level. 2-6 50-150 15 4.57 22-25 1 6.7-7. 62 <br /> (') A 0.33 design factorls recommended forsustained (long-term) differential collapse pressure <br /> design and operation. <br /> National OilwellVarcohas produced this brochure for general Fiber Glass Systems <br /> information only, and it is not intended for design purposes. 17115 San Pedro Avenue, Ste 200 <br /> Although every effort has been made to maintain the accuracy and Texas 78232 USA <br /> reliability of its contents, National Oilwell Varco In no way assumes San Antonio, <br /> responsibility for liability foranyloss, damage or injury resulting Phone: 210 477 7500 <br /> from the use of information and data herein nor is any warranty Fax: 210 477 7560 LISTED <br /> expressed or implied. Always cross-reference the bulletin date <br /> with the most current version listed atthe web site noted in this <br /> literature. <br /> RECEIVE ® <br /> © 2017 National Oilwell Varco All rights reserved <br /> FH1200ENG February 2017 <br /> MAR 2 .7 " 323 <br /> Completion & ENVIRONMENTAL <br /> Fiber Glass Systems I Key Production Solutions fgspipe@nov. com HEALTH DEPARTIVENts <br />