166 results about "Structural failure" patented technology

A system and method for predicting structural failure of a wall of a fluid containment vessel, such as a hydraulic hose or other type of pressurized conduit of types used in mobile machinery, automotive, aerospace, manufacturing, and process equipment. The wall of the vessel has an innermost layer for contact with the fluid contained by the vessel, and an outermost layer parallel with the innermost layer. The system includes strain-sensing means between the innermost and outermost layers and comprising at least one conductor parallel to the innermost layer of the wall. The system and method entail sensing changes in an electrical property associated with the at least one conductor resulting from distortion of the wall of the vessel causing distortion of the at least one conductor.

A handpiece assembly is provided that is adapted for use with a medication infusion system that applies pressure to the handpiece assembly for delivering medication to a body. The handpiece assembly includes a cartridge holder that is configured for disposal of a medication cartridge. A tubing is provided having a first end, which is sealed with the cartridge holder such that the cartridge holder facilitates communication between the tubing and the medication cartridge. A handpiece is sealed with a needle and the second end of the tubing so that the tubing and the needle are in communication. One of the cartridge holder, the tubing, the needle or the handpiece is configured for a selective structural failure at a predetermined pressure threshold applied to the handpiece assembly from the medication infusion system. The cartridge holder may be designed to facilitate aspiration.

A system and method for predicting structural failure of a wall of a fluid containment vessel, such as a hydraulic hose or other type of pressurized conduit of types used in mobile machinery, automotive, aerospace, manufacturing, and process equipment. The wall of the vessel has an innermost layer for contact with the fluid contained by the vessel, and an outermost layer parallel with the innermost layer. The system includes strain-sensing means between the innermost and outermost layers and comprising at least one conductor parallel to the innermost layer of the wall. The system and method entail sensing changes in an electrical property associated with the at least one conductor resulting from distortion of the wall of the vessel causing distortion of the at least one conductor.

A handpiece assembly is provided that is adapted for use with a medication infusion system that applies pressure to the handpiece assembly for delivering medication to a body. The handpiece assembly includes a cartridge holder that is configured for disposal of a medication cartridge. A tubing is provided having a first end, which is sealed with the cartridge holder such that the cartridge holder facilitates communication between the tubing and the medication cartridge. A handpiece is sealed with a needle and the second end of the tubing so that the tubing and the needle are in communication. One of the cartridge holder, the tubing, the needle or the handpiece is configured for a selective structural failure at a predetermined pressure threshold applied to the handpiece assembly from the medication infusion system. The cartridge holder may be designed to facilitate aspiration.

A sprinkler system comprises a network of CPVC conduits and a plurality of sprinklers. The system includes an electrically activated solenoid control valve to allow fluid to flow in the pipe network. One or more fire detectors operate independently of the condition of the sprinklers. Upon detection of an incipient fire situation, a fire detector sends an electrical signal to cause activation of the control valve. Upon activation of the control valve, fire suppression fluid is caused to flow through the conduits before the incipient fire situation matures into a sprinkler-triggering event. The cooling effect of fluid flowing through the conduit enables the conduit to resist structural failure prior to sprinkler deployment. The control valve may be disposed at a remote location in the sprinkler line and be operable as part of an inspector's test connection.

A system for detecting the onset of structural failure in a structural element subject to a mechanical load comprises a metering array, a signal processor, and an output processor. The metering array measures physical quantities associated with the structural element. The signal processor transforms the measured physical quantities into a series of sample mode spectra, and the output processor generates output as a function of the series of sample mode spectra. Methods are also disclosed for detecting the onset of failure in a structural element subject to a mechanical load, for structural testing, and for structural health monitoring.

Provided is a sulky in which an operator platform is attached to a hitch arm through the interconnection of a vertical pivot tube and an essentially C-shaped clevis. The vertical pivot tube is secured to the clevis by a vertical pivot pin and hinge. The clevis counter balances and leverages the forces and loads that are applied to the vertical pivot pin while the sulky is in operation and, thereby, prevents the unnecessary anomalies and structural failures of the vertical pivot pin. Alternate embodiments detailing alternate clevis configurations are also presented.

A knitting needle has multiple segments, at least one of which is relatively non-rigid, wherein the segments can be combined to produce a needle that is sufficiently rigid to be used for knitting, while also having diminished usefulness as a weapon. In three major classes of embodiments, one of the segments fits inside the other in a telescoping manner, one of the segments wraps around the other, or the two segments can fit together in some sort of slotted fashion. There may be one or more engineered points of structural failure. Segments can be held together frictionally, magnetically, threadably, using a snap or twist and lock fitting, or in any other suitable manner. Contemplated segments can have any suitable composition, including especially a bendable plastic or a foam rubber.

The invention discloses a fabricated steel frame and steel plate shear wall structure replaceable after an earthquake. The fabricated steel frame and steel plate shear wall structure comprises frame steel columns, main steel beams, post-earthquake replaceable energy dissipating joints and post-earthquake replaceable embedded steel plates. Webs of column bodies of the frame steel columns are connected through first end plates. Second end plates of each main steel beam are fixedly arranged at the two ends of a corresponding beam body. Third end plates of each post-earthquake replaceable energy dissipating joint are fixedly arranged at the two ends of a corresponding beam section, and connected with the corresponding second end plate of the corresponding beam body and an inner flange of the corresponding column body through bolts correspondingly. The post-earthquake replaceable embedded steel plates are connected with the inner flanges of the corresponding column bodies and the corresponding beam bodies through bolts, and long grooves are formed in the portions, making contact with the corresponding post-earthquake replaceable energy dissipating joints, of the four corners of each post-earthquake replaceable embedded steel plate. Internal force can be effectively transmitted, and it is guaranteed that the structural integrity and stress performance are given to full play; and structural failure and a failure mechanism are actively controlled, it is guaranteed that a main body structure is kept in an elastic state, plastic energy dissipation and damage occur in designated local positions, post-earthquake replacement and repairing are facilitated, and economic loss is reduced.