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Published: 01 December 2015
Fig. 12 Chloride stress-corrosion cracking in a type 304 (Unified Numbering System, or UNS, S30400) stainless steel vessel after a new flange connection was welded into place More
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Published: 01 December 2015
Fig. 26 Chloride stress-corrosion cracking of type 304 (S30400) stainless steel tube by chloride-containing sour water. 70× More
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Published: 01 December 2015
Fig. 28 Chloride stress-corrosion cracking of type 329 (S32900) stainless steel by chloride salts that concentrated as water evaporated More
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Published: 01 December 2015
Fig. 46 Accelerated aqueous chloride corrosion below inlet nozzle of crude tower overhead condenser due to droplet impingement. Note partial loss of carbon steel baffles and localized corrosion along top of admiralty metal (C44300) tubes. More
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Published: 01 August 2013
Fig. 1.10 The structure of sodium chloride More
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Published: 01 August 2013
Fig. 9.12 Young’s modulus of polyvinyl chloride (PVC) is approximately three orders of magnitude below the glass transition temperature rather than above it. It depends only slightly on the rate of loading. Source: Ref 9.1 More
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Published: 01 December 2003
Fig. 14 G ′ of polyvinyl chloride (PVC) blends; MW A = 58 × 10 4 ; MW B = 5.9 × 10 4 More
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Published: 01 December 2003
Fig. 15 Development of polyvinyl chloride (PVC) master curve More
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Published: 01 December 2003
Fig. 3 Polyvinyl chloride quenched from 90 to 40 °C (195 to 105 °F). Accurate to ±2%. Source: Ref 37 More
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Published: 01 December 2003
Fig. 33 Thermogravimetric analysis of polyvinyl chloride, 21.41 mg (0.33 gr), 20 °C/min (36 °F/min), to 950 °C (1740 °F), in nitrogen More
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Published: 01 December 2003
Fig. 2 Fatigue failure of a nonconductive polyvinyl chloride pipe imaged in the uncoated state using a low-pressure microscope. Source: Ref 1 More
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Published: 01 December 2003
Fig. 4 Isometric tensile creep curves for unplasticized polyvinyl chloride at 20 °C (68 °F), 50% relative humidity More
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Published: 01 December 2003
Fig. 31 Fracture in a polyvinyl chloride water filter. The fracture surface of the fatigue crack started from a fissure (arrow F). The lower dark zone is an artifact due to sectioning of the filter wall. 75× More
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Published: 01 December 2015
Fig. 23 Selective attack of a type 317L stainless steel weldment and chloride stress-corrosion cracking of the adjacent 317L base metal. The environment was a bleaching solution (7 g/L Cl 2 ) at 70 °C (160 °F). More
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Published: 01 December 2015
Fig. 24 Chloride stress-corrosion cracking of type 304 stainless steel base metal and type 308 weld metal in an aqueous chloride environment at 95 °C (200 °F). Cracks are branching and intergranular. More
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Published: 01 November 2012
Fig. 25 Relative reductions in rupture life due to sulfate/chloride salt at 705 °C (1300 °F) for several superalloys. For RT-22-coated Udimet 710, rupture time in salt for coated alloy divided by time in air for uncoated alloy. Source: Ref 11 More
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Published: 01 November 2012
Fig. 15 Chloride-induced stress-corrosion cracking of type 316 stainless steel pipe. Source: Ref 9 More
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Published: 01 July 2000
Fig. 5.36 Effect of chloride-ion concentration in near-neutral water on anodic polarization of type 304 stainless steel. Dashed lines added to show approximate locations of transpassive and anodic-peak sections of the curve. Based on Ref 34 More
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Published: 01 July 2000
Fig. 5.39 Effect of oxyanions and chloride ions on the anodic polarization behavior of admiralty brass. Source: Ref 35 More
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Published: 01 July 2000
Fig. 7.5 Schematic representation of pit initiation by chloride ion penetration into passive film. Source: Ref 6 More