Patent classifications
G01N17/00
Temperature characteristic evaluation method
A temperature characteristic evaluation method includes the steps of acquiring temperature data, ambient temperature data, and internal temperature data are acquired. By changing at least one of the set temperature and the ambient temperature, a plurality of combinations of the set temperature data, the ambient temperature data, and the internal temperature data is obtained as a plurality of temperature data groups. A difference between the ambient temperature data and the set temperature data in each of the plurality of temperature data groups is calculated as the first difference. A difference between the internal temperature data and the set temperature data is calculated as the second difference. The combinations of the first and second differences are obtained as difference groups. The plurality of difference groups for the plurality of temperature data groups is approximated in a linear function, and the linear function is obtained as a temperature function.
System and method for diagnosing a condition of an engine
A method and system for diagnosing a condition of an engine is described herein. The method comprises obtaining a sample of lubricating fluid from the engine, filtering the sample to obtain a plurality of particles from the lubricating fluid, determining surface chemical compositions for the plurality of particles, comparing the surface chemical compositions to at least one reference chemical composition associated with corrosion of the engine, determining a level of corrosion of the engine based on the comparing, and diagnosing a condition of the engine based on the level of corrosion.
Method and system for predicting corrosion fatigue life of prestressed concrete bridges
The invention discloses a method and a system for predicting the corrosion fatigue life of prestressed concrete bridges. A corrosion level of the strand is predicted to obtain the residual tension force of a structure. A stress concentration factor is integrated to consider the stress concentration effect caused by pitting corrosion, and a growth model of the elastic stress of the strand under the coupled effect of corrosion and fatigue is proposed. A growth model of the plastic stress of the strand is established using a cross-section loss of the strand as a fatigue damage parameter based on a degenerated elastic modulus of the concrete after fatigue. Failure criteria for the concrete, the strand, and a longitudinal tension bar are defined, so that a set of methods for analyzing the life of a prestressed concrete bridge subjected to corrosive environment and fatigue load are formed.
DYNAMIC TEST LOOP FOR DETERMINING MOLTEN SALT CORROSION
A dynamic corrosion and degradation testing installation is provided. The installation includes a tank for heating and storing, in use, a fluid at a given temperature. The installation further includes a looped circuit including a pipe containing the fluid during one or more tests, having a first end and a second end both connected to the tank. The installation also includes a pump for circulating the fluid in the pipe and multiple test stands located at different locations along the pipe. Each test stand including a sample holder or testing chamber holding, in use, a solid sample in contact with the fluid and a heater and configured to heat the sample holder. Each test stand includes the sample holder to hold the solid sample in a specific portion of the pipe. The specific portions of the pipe having the functionality of a test chamber and containing the fluid.
WATER-SENSITIVE SMART COATING FOR FLOW AND CORROSION TRACKING
A material composition may include one or more polymeric materials. The material composition may also include one or more inorganic particles comprising oxides, carbonates, sulfides, or any combination thereof. Further, the material composition may include one or more metal particles that produce a detectable change in an electrical property or an optical property based on a reaction with at least one of H2O, CO2, or H2S. The one or more inorganic particles and the one or more metal particles may be dispersed within the one or more polymeric materials.
In-situ successively fixing rolling type holding device for use in a low-temperature environmental test chamber
The present disclosure provides an in-situ successively fixing rolling type holding device for use in a low-temperature environmental test chamber. The holding device includes a bracket, multiple holding components, and a conveying device. The bracket is fixed in the low-temperature environmental test chamber. The driving mechanism is used for driving the conveying member to rotate, thus making multiple test articles successively pass through the test position in the low-temperature environmental test chamber for the in-situ measurement. The present disclosure can reduce the times of door opening of the low-temperature environmental test chamber during the successive in-situ measurements of multiple test articles in the low-temperature environmental test chamber, thus preventing the door opening and closing of the low-temperature environmental test chamber and the transfer of test article from causing the temperature fluctuation in the temperature field where the test articles are located.
Experimental method of type I stress intensity factor test considering periodic changes of frost-heave forces
An experimentation method for a type I stress intensity factor test considering frost heaving force periodic changes, steps being 1: preparing a specimen, waterjet cutting on the specimen to simulate a non-penetrating rock mass fracture; step 2: vacuum saturating the specimen; step 3: affixing a strain gauge in a non-elastic area at a tip of the specimen; step 4: placing the specimen into a rock mass (1) fracture frost heaving experiment box (5), pressurizing by a pressurizing apparatus (4) balloons on either side of the frost heaving experiment box (5), shutting a valve and removing a pipe, placing the frost heaving experiment box (5) holding the specimen into a water tank, allowing water to immerse the specimen; and step 5: placing the water tank and the frost heaving experiment box (5) holding the specimen together into a high-low temperature alternating experiment box (7) to start a freeze-thaw cycle experiment.
Predictive diagnostics systems and methods using vacuum pressure control valves
Calibration of a valve in a vacuum system and providing a diagnostic indication in the vacuum system using the calibration includes measuring conductance of the valve as a function of angular valve position and generating a conductance calibration map or function for use during operation of the valve. An actual angular valve position is set based on the received set point angular valve position and a difference between the measured valve conductance and a predefined metric of conductance versus angular valve position. An actual system conductance and a difference between the actual system conductance and a reference system conductance for the system are determined. The diagnostic indication of a fault in the system is generated based on the actual angular valve position of the valve and the difference between the actual system conductance and the reference system conductance for the system.
DETERIORATION DIAGNOSIS DEVICE, DETERIORATION DIAGNOSIS METHOD, AND RECORDING MEDIUM
A deterioration diagnosis device according to an example aspect of the present invention includes: a memory; and at least one processor coupled to the memory. The processor performs operations. The operations include: acquiring an image including a portion to be diagnosed in a structure; calculating, by using the image, deterioration degree that is a degree of deterioration of the portion; calculating reliability for the deterioration degree based on imaging information that is information related to capturing of the image; and outputting the deterioration degree and the reliability in association with each other.
DEVICE FOR HIGH TEMPERATURE FATIGUE TEST AND METHOD FOR HIGH TEMPERATURE FATIGUE TEST OF RESIN CONCRETE
A device for fatigue test includes a sample-laying part, a sample support, and a force-applying part. The sample-laying part is disposed on the sample support; and the force-applying part is disposed on the sample-laying part; the sample-laying part includes a substrate plate and at least two arms disposed on the substrate plate; the sample support includes a bed plate and at least four roller assemblies disposed on the bed plate; each roller assembly includes a roller, a roller support, and an adjusting bolt; the roller support is disposed on the bed plate; the roller is disposed on the roller support; the adjusting bolt is disposed between the roller and the roller support; and the sample support further includes at least one barrier, and both ends of the barrier are connected to two adjacent roller supports, respectively.