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Typical Mechanical Properties <br />Pipe Property <br />75°F <br />24°C <br />200°F <br />93°C <br />Method <br />psi <br />MPa <br />psi <br />MPa <br />Axial Tensile <br />Ultimate Stress 9,530 <br />65.7 <br />16,585 <br />145.4 ASTM D2105 <br />Modulus of Elasticity 1.68 x 106 <br />111,584 <br />11.42 x 106 <br />19,791 ASTM D2105 <br />Poisson's Ratio, v (v )13) 1 0.35 (0.61) <br />Axial Compression <br />Ultimate Stress 12,510 <br />186.3 <br />18,560 <br />159.0 <br />ASTM D695 <br />Modulus of Elasticity 0.677 x 106 <br />14,668 <br />10.379 x 106 <br />12,613 <br />1 ASTM D695 <br />Beam Bending <br />Modulus of Elasticity (Long Term) 12.6 x 106 117,927 10.718 x 106 14,951 1 ASTM D2925 <br />Hydrostatic Burst <br />Ultimate Hoop Tensile Stress 140,150 1277 136,480 1252 1 ASTM D1599 <br />Hydrostatic Hoop Design Stress <br />Static 20 Year Life LTHS - 95% LCL <br />I - <br />18,203 - 14,689 <br />125.5 - 101.3 <br />1 ASTM D2992 - Procedure B <br />Static 50 Year Life LTHS - 95% LCL <br />116,788 - 13,142 1115.7 <br />- 90.6 <br />1 ASTM D2992 - Procedure B <br />Parallel Plate <br />Hoop Modulus of Elasticity <br />3.02 x 106 <br />20,822 <br />- <br />ASTM D2412 <br />Shear Modulus <br />1.76 x 106 <br />112,135 <br />11.63 x 106 111,250 <br />1 - <br />Typical Physical Properties <br />Pipe Property <br />Value <br />Value <br />Method <br />Thermal <br />0.23 BTU/heft-*F <br />0.4 W/m°C <br />ASTM D177 <br />Conductivity <br />66°C <br />2 <br />50 <br />Thermal <br />10.7x 10-bin/in °F <br />19.3 x 10 'mm/mm °C <br />ASTM D696 <br />Expansion <br />171 129 <br />1.18 <br />0.89 <br />Absolute <br />0.00021 in <br />0.00053 mm <br />0.48 <br />Roughness <br />6 <br />150 <br />69 51 1 <br />Specific Gravity <br />1.8 <br />ASTM 0792 <br />1'l %= The ratio of axial strain to hoop strain resulting from stress in the hoop direction. <br />Vah=The ratio of hoop strain to axial strain resulting from stress in the axial direction. <br />1�1 The differential pressure between internal and external pressure which causes collapse. <br />131 A 0.67 design factor is recommended for short duration vacuum service. Afull vacuum is equal <br />to 14.7 psig (0.101 MPa) differential pressureatsea level. <br />1-1A0.33 design factor is recommended forsustained(long-term) differentialcollapse pressure <br />design and operation. <br />Ultimate Collapse Pressure <br />Size <br />Standard <br />Collapse Pressure121131141 <br />psig <br />MPa <br />mm ft <br />in <br />mm <br />75°F 150°F <br />24°C <br />66°C <br />2 <br />50 <br />177 133 <br />1.22 <br />0.92 <br />3 <br />80 <br />171 129 <br />1.18 <br />0.89 <br />4 <br />100 <br />69 51 <br />0.48 <br />0.35 <br />6 <br />150 <br />69 51 1 <br />0.48 <br />0.35 <br />Pipe Length <br />Size <br />Standard <br />Random <br />in <br />mm ft <br />m <br />ft <br />m <br />2-6 <br />50-150 15 <br />14.57 <br />22-25 <br />6.7-7.62 <br />National Oilwell Varco has produced this brochure for general <br />Fiber Glass Systems <br />information only, and it is not intended for design purposes. <br />17115 San Pedro Avenue, Ste 200 <br />Although every effort has been made to maintain the accuracy and <br />San Antonio, Texas 78232 USA <br />reliability of its contents, National Oilwell Varco in no way assumes <br />responsibility for liability for any loss, damageor injury resulting <br />Phone: 210 477 7500 <br />from the use of information and data herein nor is any warranty <br />Fax: 210 477 7560 <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 />O 2017 National Oilwell Varco All rights reserved <br />FH1200ENG February 2017 <br />Fiber Glass Systems I KO+Y'mple <br />Productiontiond Solutions <br />0 <br />fgspipe@nov.com <br />0 <br />C UL US <br />LISTED <br />nov.com/fgs <br />