Provided is a method of manufacturing an outer joint member of a constant velocity universal joint, which is constructed by welding a cup member and a shaft member, the method including: forming the cup member and the shaft member of medium carbon steel; preparing; preparing; bringing the joining end surface of the cup member and the joining end surface of the shaft member into abutment against each other; welding the cup member and the shaft member; and performing, after the welding, ultrasonic flaw detection-inspection from any one of a surface side of the cup member and a surface side of the shaft member, which has the another one of the joining end surface of the cup member and the joining end surface of the shaft member.

An automatic defect detection method for detecting a defect in an object comprises: obtaining ultrasound scan data of the object, dividing echo amplitude values of the data into a plurality of sub-sets; assessing each sub-set to determine whether any echo amplitude values resulted from a structure of interest; computing for each sub-set, using at least a representative position of the structure portion of the sub-set and of a neighboring sub-set, a preselected mathematical function which is directly or inversely proportional to a distance between the representative positions; identifying sub-sets having a computed value that does not meet a predetermined criterion as regions of the ultrasound scan data that require inspection; issuing a notification indicating whether or not a region requiring inspection has been found; and if a region requiring inspection been found, storing data identifying the region in a database.

A wear sole, an ultrasonic inspection apparatus having a wear sole, and methods for using the same are provided. In one embodiment, the ultrasonic inspection apparatus can include a body, a wear sole, and a fluid channel. The body can define a first chamber configured to receive a first volume of ultrasonic couplant and a distal end of an ultrasonic probe. The wear sole can define a second chamber configured to receive a second volume of ultrasonic couplant and the wear sole can be removably coupled to a distal end of the body. The wear sole can also have a membrane extending thereacross for separating the first chamber from the second chamber. The fluid channel can extend through the body and the wear sole can be configured to deliver the second volume of ultrasonic couplant to the second chamber.

A system for non-destructive testing of a bond condition of concrete beams reinforced by steel rods is described. The system includes a transducing transmitter, a transducing receiver, and an ultrasonic pulse generator configured to generate drive signals for the transducing transmitter and receive a plurality vibrational waves at the transducing receiver. The system further includes a computing device including a measurement circuit configured to record a transit time for each vibrational wave and divide a distance between the transducing transmitter and the transducing receiver by the transit time to determine a pulse velocity of each vibrational wave, a comparison circuit configured to identify a highest pulse velocity of the vibrational waves and compare each highest pulse velocity to a first reference pulse velocity, and a decision circuit including an artificial neural network configured to identify a compromised bond condition around a steel rod.

Non-destructive testing of an elongate object can include using an adaptable apparatus to support objects having different cross-sectional profiles. For example, an adaptable inspection fixture can support inspection probes for acoustic or eddy current inspection, as illustrative examples. Generally, the apparatus comprises opposing portions which are pivotable and connected by a linkage to maintain the opposing portions in a specified orientation relative to each other while permitting independent rotational orientations of each respective opposing portion such as to accommodate test objects. For example, the opposing portions can be substantially parallel across multiple configurations. Optionally, the apparatus can maintain a specified orientation of one or more radius probes with respect to an object under test.

A measuring assembly with a mechanical excitation device that excites the metal belt of a transport device at an excitation frequency (fA) to produce mechanical vibrations. The measuring assembly has a metal plate that faces the metal belt. The metal plate is equipped with sensor elements which are offset relative to one another when viewed in the belt width direction with which measurement signals (MA) that characterize the amplitude (A) of the excited mechanical vibrations are detected for corresponding regions of the metal belt. The sensor elements protrude beyond the upper face of the metal plate and up to the metal belt. A cover for the measuring assembly that is made of an electrically insulating material covers the sensor elements on the upper face thereof, and laterally seals the sensor elements.

A system for non-destructive testing of a bond condition of concrete beams reinforced by steel rods is described. The system includes a transducing transmitter, a transducing receiver, and an ultrasonic pulse generator configured to generate drive signals for the transducing transmitter and receive a plurality vibrational waves at the transducing receiver. The system further includes a computing device including a measurement circuit configured to record a transit time for each vibrational wave and divide a distance between the transducing transmitter and the transducing receiver by the transit time to determine a pulse velocity of each vibrational wave, a comparison circuit configured to identify a highest pulse velocity of the vibrational waves and compare each highest pulse velocity to a first reference pulse velocity, and a decision circuit including an artificial neural network configured to identify a compromised bond condition around a steel rod.

An adaptable inspection fixture configuration can be used to support Non-Destructive Test (NDT). Such adaptability can include use of two or more separate inspection probe assemblies. along with multiple available mechanical degrees of freedom to permit inspection of a variety of different cross-sectional profiles for inspection of bar or other structures.

A system for non-destructive testing of a bond condition of concrete beams reinforced by steel rods is described. The system includes a transducing transmitter, a transducing receiver, and an ultrasonic pulse generator configured to generate drive signals for the transducing transmitter and receive a plurality vibrational waves at the transducing receiver. The system further includes a computing device including a measurement circuit configured to record a transit time for each vibrational wave and divide a distance between the transducing transmitter and the transducing receiver by the transit time to determine a pulse velocity of each vibrational wave, a comparison circuit configured to identify a highest pulse velocity of the vibrational waves and compare each highest pulse velocity to a first reference pulse velocity, and a decision circuit including an artificial neural network configured to identify a compromised bond condition around a steel rod.

Acoustic evaluation of a target can be performed using an array of electro-acoustic transducers. For example. a technique for such evaluation can include generating acoustic transmission events using different transmitting apertures, the apertures defined by corresponding zones along the array, the zones including multiple electro-acoustic transducer elements. In response to the respective acoustic transmission events. respective acoustic echo signals are received. Representations of the respective received acoustic echo signals are coherently summed. The coherently summing includes applying determined nominal element delay factors to the respective representations to approximate a virtual probe normal to a nominal shape of a surface of a structure being inspected. A pixel or voxel value is corresponding to a specified spatial location within the structure being inspected is generated using the coherently summed representations.