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257results about How to "Excellent fatigue properties" patented technology

Friction stir welding apparatus and associated thermal management systems and methods

The present invention provides a friction stir welding apparatus and associated thermal management systems and methods for joining one or more similar or dissimilar materials forming a workpiece along a joint to be welded. The friction stir welding apparatus includes a pin tool apparatus selectively disposed adjacent to and in direct contact with a first surface of the workpiece along the joint to be welded and a heating member disposed adjacent to a second surface of the workpiece along the joint to be welded, the heating member operable for controllably heating at least a portion of the workpiece adjacent to the joint to be welded. The friction stir welding apparatus also includes an annular spindle having an interior portion and an axis, the interior portion of the annular spindle at least partially defining one or more cooling channels, the one or more cooling channels operable for containing a cooling fluid. The friction stir welding apparatus further includes a shoulder disposed adjacent to the annular spindle and substantially aligned with the axis of the annular spindle and a pin tool disposed adjacent to the shoulder and substantially aligned with the axis of the annular spindle. The cooling fluid is operable for cooling at least one of the shoulder and the pin tool.
Owner:GENERAL ELECTRIC CO

Impact treatment method for improving fatigue characteristics of welded joint, impact treatment device for improving fatigue characteristics for same, and welded structure superior in fatigue resistance characteristics

An impact treatment method for improving fatigue characteristics of a welded joint comprising pressing an impact pin against the surface of a base metal material near a toe of a weld bead and making it move relatively to the weld line direction to apply hammer peening treatment or ultrasonic impact treatment, characterized by using as the impact pin an impact pin having a tip curvature radius of ½ or less of a thickness of the metal material and between 2 to 10 mm and, on a surface of a base metal material up to a range where a distance from the toe of the weld bead to the center of the impact treatment position is within 2.5 times the tip curvature radius of the impact pin and where the impact pin does not contact the weld metal during impact treatment, applying hammer peening or ultrasonic impact treatment so as to cause by the impact pin residual plastic deformation where an impact dent has a groove depth of 0.1 to 2 mm, the tip curvature radius of the impact pin or less, and 1 / 10th or less of the thickness of the metal material and where the impact dent has a width of 1.5 to 15 mm and five times or more the groove depth.
Owner:NIPPON STEEL CORP

Connection device of prestress concrete and steel combination wind power generation tower

The invention relates to a connection device of a prestress concrete and steel combination wind power generation tower. The lower surface of a lower connection flange is provided with anchor bars connected with a concrete tower section. The connection device is further provided with prestress application components, a tension anchor flange and the lower connection flange are respectively and uniformly provided with flange holes for the prestress application components to pass, and the flange holes of the tension anchor flange are the same as those of the lower connection flange in quantity and correspond to the flange holes of the lower connection flange in a one-to-one mode in the vertical direction. The prestress application components sequentially penetrate through the flange holes of the anchor flange and the flange holes of the lower connection flange and penetrate through the concrete tower section on the lower portion. The top ends of the prestress application components are anchored on the top face of a lower section connection steel cylinder through anchorage devices after the prestress application components are tensioned. Concrete is poured between the tension anchor flange and the lower connection flange to form a prestress concrete structure. Due to the connection mode, the concrete on the flange connection section is uniformly stressed, stress concentration is reduced, the tensile stress level of the concrete is improved, and the situation that the concrete cracks is avoided.
Owner:HUNAN UNIV
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