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•d Thread 11A - Product 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 65.7 16,585 145.4 1 ASTM D2105 <br /> Modulus of Elasticity 1.68 x 106 111,584 11.42 x 106 19,791 1 ASTM D2105 <br /> Poisson's Ratio,v (v )I1i 1 0.35(0.61) <br /> Axial Compression <br /> Ultimate Stress 112,510 186.3 18,560 59.0 ASTM D695 <br /> Modulus of Elasticity 0.677 x 106 14,668 10.379 x 106 12,613 ASTM D695 <br /> Beam Bending <br /> Modulus of Elasticity(Long Term) 12.6 x 106 117,927 0.718 x 106 14.951 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 1 ASTM D2992-Procedure B <br /> Static 50 Year Life LTHS-95%LCL I- 16,788-13,142 1115.7-90.6 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 Method Size Collapse Pressure1�113ll4> <br /> psig MPa <br /> Thermal Conductivity 0.23 BTU/heft•°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-lin/in°F 19.3 x 10-1mm/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 ASTMD792 Pipe Length <br /> W Vh.=The ratio of axial strain to hoop strain resultingfrom stress in the hoop direction. <br /> Vah The ratio of hoop strain to axial strain resulting from stress in the axial direction. Size Standard Random <br /> (''The differential pressure between Internal and external pressure which causes collapse. in mm ft m ft m <br /> (A 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 6.7-7.62 <br /> 0)A 0.33 design factorls recommended forsustained(long-term) differential collapse pressure <br /> design and operation. <br /> National 011well Varco has 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 <br /> reliability of its contents,National Oilwell Varco In no way assumes San Antonio,Texas 78232 USA C o US <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 oilwellVarco All rights reserved <br /> FH1200ENG February 2017 <br /> MAR 21 "323 <br /> Completion& ENVIRONMENTAL <br /> Fiber Glass Systems I Key Production Solutions fgspipe@nov.com HEALTH DEPARTIVEWf9s <br />