The present invention relates generally to the very high temperature regions of next generation nuclear and solar power plants and, more specifically, to critical metal structures and components in the very high temperature regions therein.
General trends in nuclear and solar power generation are to increase operating temperatures since the efficiency of any turbine scales as the temperature difference between the inlet and outlet temperatures of the working fluid driving the turbine. The upper temperature operating limits of a power plant are usually determined by the high temperature properties of the materials used in the construction of the high temperature region of the plant. Examples of the next generation nuclear and solar power plants are the Very High Temperature Reactor (VHTR) and the Molten Salt Solar Power Tower Electrical Generation Plant. These will be described later. The high temperature regions of the power plants will continually operate at temperatures exceeding 800° C. (1472° F.). This is an upper limit for most structural alloys. Iron based superalloys are needed for nuclear reactor applications because they are resistant to swelling in high neutron fluxes. Nickel and cobalt based superalloys are required for molten salt power tower application because they are resistant to high temperature corrosion.
Ideal candidates for piping and containment in the reactors are oxide dispersion strengthened (ODS) alloys. As discussed below, ODS alloys cannot be joined by conventional fusion welding. They can be joined by friction stir welding (FSW). Friction stir welding of ODS alloys, particularly for very high temperature application in nuclear and solar power plants forms the basis of this invention.
The present invention relates to a welded structure and a method of forming the welded structure. The welded structure includes metal parts that are secured together at a welded joint by friction stir welding, where the metal parts are derived from ODS alloys and other alloys.
Another application for ODS alloys in next generation power plants is shown in
Iron based ODS alloys have application in very high temperature nuclear reactors (VHTR) because they resist swelling in high neutron flux environments. Nickel and cobalt based ODS alloys have applications in Molten Salt Solar Power Tower power plants, because they have excellent high temperature corrosion resistance to molten salt. The high temperature properties of the materials used for piping and containment in next generation power plants are limiting factors to their operation. High temperature strength and creep rupture resistance are critical to ensure long life and safe operation. ODS alloys are produced by the solid state process of mechanical alloying and contain a fine dispersion of submicron yttrium oxide particles that provide the high temperature strength and creep rupture resistance necessary for these applications.
A major drawback to the use of ODS alloys in power plant applications is that they are difficult to join. Any joining technique in which the work pieces are melted, such as fusion welding, destroys the oxide dispersion responsible for the high temperature strength and creep rupture resistance. When ODS alloys are melted and resolidified, the oxides congregate at grain boundaries and the beneficial dispersion and resulting mechanical properties are lost.
Friction stir welding (FSW), on the other hand, does not disturb the dispersion because it is a solid state process whereby temperatures never exceed the melting point. As a result, the mechanical properties are not changed by the joining operation. In addition, FSW can join dissimilar metals. In next generation nuclear and solar energy production systems, this is an important consideration because ODS alloys are expensive. To minimize costs, their use should be restricted to only the high temperature portions of a power plant. When ODS alloys are joined by friction stir welding (FSW) the oxide dispersion microstructure and resulting high temperature strength and creep rupture resistance are retained.
FSW system 112 includes controller 122, tool 124, and pin 126 (pin 126 shown with hidden lines). Pin 126 extends from the bottom surface of tool 124 and is pressed into metal parts 114 and 116 during a FSW operation. Controller 122 directs tool 124 and pin 126 to rotate in the direction of arrow 128 (or in an opposite rotational direction from arrow 128), and to press down into metal parts 114 and 116 in the direction of arrow 130. This causes pin 126 to dig into metal parts 114 and 116 at intersection 118 until tool 124 reaches metal parts 114 and 116. The depth of pin 126 determines the depth of the weld at intersection 118.
While tool 124 and pin 126 are rotating, controller 122 directs tool 124 and pin 126 to move along intersection 118 in the direction of arrow 132. As tool 124 and pin 126 move along intersection 118, the rotation of tool 124 and pin 126 frictionally heat the ODS and other alloys of metal parts 114 and 116 at intersection 118. The heated alloys enter a plastic-like state, and are stirred by the rotational motion of tool 124 and pin 126, thereby creating welded joint 120 at intersection 118. The FSW operation is a solid-state welding process, in which the heated alloys do not melt. As such, the refined microstructures of the ODS and other alloys are substantially retained while forming welded joint 120. This is in contrast to other welding techniques, such as fusion welding, in which the welded alloys are melted to form the welded joint. Melting ODS alloys destroys the refined microstructure of the alloys, thereby lowering the strength and creep rupture resistance of the resulting welded structure.
Pin 126, by necessity, needs to be of a material that withstands the extreme forces generated by the FSW process in high strength alloys; Cubic Boron Nitride (CBN) is preferred. Tungsten rhenium alloys and titanium carbide metal matrix composites are other candidates.
After metal parts 114 and 116 are formed, metal parts 114 and 116 are then positioned adjacent each other to form intersection 118 at a desired welding location (step 138). Metal parts 114 and 116 are desirably braced together to prevent metal parts 114 and 116 from moving apart during the FSW operation. FSW system 112 is then used to weld metal parts 114 and 116 together at intersection 118 with an FSW operation (step 140). This forms welded joint 120 along intersection 118. If more than two metal parts are to be welded together, steps 138 and 140 are repeated for each intersection between the metal parts. When the FSW operation is completed, the top surfaces of metal parts 114 and 116 can be finished, if desired, (e.g., ground and polished) at welded joint 20 to provide a smooth aesthetic surface (step 142).
The operation parameters of FSW system 112 may vary depending on the geometries and materials of tool 124 and pin 126, and on the geometries of metal parts 114 and 116. Suitable rotational rates for tool 124 and pin 126 (in the direction of arrow 128) range from about 200 rotations-per-minute (rpm) to about 2,000 rpm, with particularly suitable rotational rates ranging from about 1,000 rpm to about 1,200 rpm. Suitable vertical loads applied to tool 124 and pin 126 (in the direction of arrow 130) range from about 453 kilograms (i.e., about 1,000 pounds) to about 6795 kilograms (i.e., about 15,000 pounds). Suitable forward movement rates along intersection 118 (in the direction of arrow 132) range from about 2.5 centimeters/minute (i.e., about 1 inch/minute) to about 20 centimeters/minute (i.e., about 8 inches/minute). These operation parameters, when used with the above-discussed suitable dimensions for tool 124 and pin 126, provide high weld efficiencies and retained high temperature strength and creep resistance for welded joint 120.
Experiments were performed to characterize the effects of friction stir welding on the structure and properties of the welded zone in an iron-base ODS superalloy, PM2000. In these experiments, 3 mm (0.118 inch) sheets of PM2000 were joined by friction stir welding in a custom FSW machine. The rotational rate was 1,000 rpm. The traverse rate was 2.54 centimeters-per-minute (1.0 inches-per-minute) and the downward force was 1359 kilograms (3,000 pounds). The tool was cubic boron nitride. The welded sheets were then sectioned and polished to examine the integrity of the weld. Hardness readings were taken inside the weld in the heat affected zone and in the base metal. A perspective view of friction stir welded oxide dispersion strengthened structure 210 is shown in
A photo of longitudinal section 250 is shown in
Although the present invention has been described with reference to preferred embodiments, workers skilled in the art will recognize that changes may be made in form and detail without departing from the spirit and scope of the invention.
Reference is hereby made to co-pending patent application Ser. No. ______ filed on even date (attorney docket U73.12-0108/PA-0002526-US), and entitled “Friction Stir Welded Structures Derived from AL-RE-TM Alloys”; to co-pending patent application Ser. No. ______ filed on even date (attorney docket U73.12-0109/PA-0002525-US), and entitled “Secondary Processing of Structures Derived from AL-RE-TM alloys”; and to co-pending patent application Ser. No. ______ filed on even date (attorney docket U73.12-0110/PA-0002528-US), and entitled “Hollow Structures Formed with Friction Stir Welding”.