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4 Red Thread 11A-Product <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 6,585 45.4 1 ASTM D2105 <br /> Modulus of Elasticity 1.68 x 106 111,584 11.42 x 106 19,791 ASTM D2105 <br /> Poisson's Ratio,v (v )t'1 0.35(0.61) <br /> Axial Compression <br /> Ultimate Stress 112,510 186.3 18,560 159.0 ASTM D695 <br /> Modulus of Elasticity 10.677 x 106 14,668 10.379 x 106 12,613 1 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 <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- I- 118,203-14,689 1125.5-101.3 1 ASTM D2992-Procedure B <br /> Static 50 Year Life LTHS-95%LCL I- I- 116,788-13,142 1115.7-90.6 1 ASTM D2992-Procedure B <br /> Parallel Plate <br /> Hoop Modulus of Elasticity 3.02 x 106 120,822 1- - ASTM D2412 <br /> Shear Modulus 11.76 x 106 112,135 11.63 x 106 111,250 1- <br /> Typical Physical Properties Ultimate Collapse Pressure <br /> Pipe Property Value Value Method Size Collapse Pressure(2)(3)(4) <br /> psig MPa <br /> Thermal 0.23 BTU/hr-ft-OF 0.4 W/m°C ASTM D177 in mm 75°F 150°F 24°C 66°C <br /> Conductivity <br /> 2 50 177 1133 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 <br /> sghness 0.00021 in 0.00053 mm 6 150 69 51 0.48 0.35 <br /> RouSpecific Gravity 1.8 EASTMD792 Pipe Length <br /> ni V,=The ratio of axial strain to hoop strain resulting from stress in the hoop direction. <br /> 'ah The ratio of hoop strain toaxialstrain resulting from stress inthe axial direction. Size Standard Random <br /> WThe differential pressure between internat and external pressure which causes collapse. in mm ft m ft m <br /> PJ A0.67 design factor is recommended forshort duration vacuum service.A full vacuum Is equal <br /> to 14.7 psig(0.101 MPa)differential pressure atsea level. 2-6 50-150 15 14.57 22-25 6.7-7.62 <br /> (41A0.33 design factor is recommended for sustained(long-term)differential collapse pressure <br /> design and operation. <br /> National OilwellVarco has produced this brochure for general Fiber Glass Systems <br /> information only,and itis not intended for design purposes. 17115 San Pedro Avenue,Ste 200 <br /> Although every effort has been made to maintain the accuracy and San Antonio,Texas 78232 USA �+ <br /> reliability of its contents,National OilwettVarco in no way assumes C O US <br /> responsibility for liability for any loss,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 at the web site noted in this <br /> literature. <br /> ©2017 National Oilwell Varco All rights reserved <br /> FH1200ENG February 2017 <br /> Fiber Glass Systems I KOY cProdompluct(onetionSo&lutions fgspipe@nov.com nov.com/fgs <br />