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4 Red Thread IJA-Product <br /> Data <br /> T1Jnical Mechanical ,Or-N,,rt `, <br /> 75°F 24°C 200'F 93°C <br /> Pipe Property Method <br /> psi MPa psi Mpa <br /> Axial Tensile <br /> Ultimate Stress 9,530 65.7 6,585 145.4 ASTM D2105 <br /> Modulus of Elasticity 1.68)!106 111,584 1,42 x 106 19,791 1 ASTM D2105 <br /> Poisson's Ratio,.y (v,,)(11 0.35{0.61) <br /> Axial Compression <br /> Ultimate Stress 12,510 86.3 8,560 59.0 ASTM 1695 <br /> Modulus of Elasticity 0.677 x 106 14,668 0.379 x 106 12,613 ASTM D695 <br /> Beam Bending <br /> Modulus of Elasticity(Long Term) 2.6 x 106 117,927 0,718 x 106 14,9,51 ASTM D2925 <br /> Hydrostatic Burst <br /> Ultimate Hoop Tensile Stress 40,150 277 36,480 252 ASTM D1599 <br /> Hydrostatic Hoop Design Stress <br /> Static 20 Year Life LTHS-95%LCI - 18,203-14,689 125.5-101,3 ASTM D2992-Procedure B <br /> Static 50 Year Life LTHS-95%LCL 116,788-13,142 1115.7-90.6 ASTM D2992-Procedure B <br /> Parallel Plate <br /> Hoop Modulus of Elasticity 3.02x 106 20,822 - ASTM D2412 <br /> Shear Modulus 1,76 x 106 112,135 1.63 x 106 111,250 <br /> Typical Physical Properties Ultimate Collapse Pressure <br /> Pipe Property Value Value MethodSize Collapse Pressure(20)14) <br /> Thermal psig MPa <br /> Conductivity 0.23 BTU/hrft•°F 0.4 W/m°C ASTM D117 in mm 75'F 150°F 24°C 66°C <br /> 2 50 177 133 1.22 0.92 <br /> Thermal <br /> Expansion 10.7x10-fiin/in°F 19.3x10-6mm/mm°C ASTMD696 3 80 171 129 1.18 0.89 <br /> 4 100 69 51 0.48 0.35 <br /> Absolute <br /> Roughness 0.00021 in 0.00053 mm 6 150 169 51 0,48 0.35 <br /> Specific Gravity 1.8 ASTM D792 pipe Length <br /> m V,=The ratio of axial strain to heop stra i n resu Lting from stress In the hoop direction. <br /> Vah=Theratio of hoop strain to axial strain resulting from stress in the axial direction. Size Standard Random <br /> W The differential pressure hetween Internal and external pressure which causes collapse, <br /> in mm ft m ft m <br /> WAD.67 design factor Is recommended for short duration vacuum service.Afull vawum is equal <br /> toi,ta psig(0.101 MPa)d!P@rentlal pressure at sea level. 2-6 50-150 15 4.57 22-25 6.7-7.62 <br /> 141A0.33 design factor is recommer ded far sustained(long-term)differential collapse pressure <br /> design and operation. <br /> National oilwellVance has produced this brochure for general Fiber Glass Systems <br /> information only,and it isnottntendedfordesignpurposes, 17115 San Pedro Avenue,Ste 200 <br /> Although everyefforthas been made to maintain the accuracy and San Antonio,Texas 78232 USA 0� <br /> reliabilityofitscontents,National 011wellVarcoinnowayassumes ar Val <br /> responsibility forliabilityforanyloss,damageorinjur /� Illsyresulting Phone:2104777500 <br /> from the use of infation ormand data herein nor is any warranty Fax:210 477 7560 LISTED <br /> expressed or im plied.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 SystemsI oropdo Produi®ti�ts 6olutions <br /> fgspipe@nov,com nov.com/fgs <br /> fw <br />