An apparatus and a method for in-situ testing impact strength of a micro-structure are provided. In one embodiment, the apparatus includes: a flexible beam, one end of which being fixed; an impact mass block disposed at the other end of the flexible beam and being for exerting an impact on the micro-structure; and a locking member including a beam arm and a plurality of locking teeth. The beam arm is perpendicular to the flexible beam and one end of the beam arm is fixed, and the plurality of locking teeth are distributed at intervals along the beam arm, such that the other end of the flexible beam is engaged to one of the plurality of locking teeth when the flexible beam is loaded.

A method for non-destructively estimating a current physical condition of a cordage product in-service is described. The method involves obtaining sensor data associated with the cordage product while in-service handling a load. The sensor data includes any combination of cordage product elongation data, applied load data, and diametric data. The method further includes determining an axial stiffness value associated with the cordage product based on the sensor data and estimating a health state of the cordage product based on the determined axial stiffness value. The estimated health state is indicative of the current physical condition of the cordage product.

A device for testing samples of material in a fluid upstream of a pump of a fluid pumping installation and a pumping installation comprising such a device, the device comprising: a casing having one inlet opening for the fluid and one outlet opening for the fluid, the outlet opening fixed to the pump; and a perforated cartridge to contain the samples of material to be tested, the perforated cartridge being arranged in the casing between the inlet opening and the outlet opening.

A system and method for non-destructive, in situ, positive material identification of a pipe selects a plurality of test areas that are separated axially and circumferentially from one another and then polishes a portion of each test area. Within each polished area, a non-destructive test device is used to collect mechanical property data and another non-destructive test device is used to collect chemical property data. An overall mean for the mechanical property data, and for the chemical property data, is calculated using at least two data collection runs. The means are compared to a known material standard to determine, at a high level of confidence, ultimate yield strength and ultimate tensile strength within +/10%, a carbon percentage within +/25%, and a manganese percentage within +/20% of a known material standard.

The present invention proposes a ground compactor with a ground compaction drum rotating about a rotation axis during compaction of a substrate, wherein the ground compaction drum includes a deformation sensor for detection of an elastic deformation of the ground compaction drum in order to determine a degree of stiffness of the substrate.

Devices, apparatus, systems and methods for providing a compact, lightweight, handheld pressuremeter controller to perform a soil balloon test with a probe placed into soil, to determine soil strengths and/or stiffnesses/and/or deformations values of the soil. The controller inflates and deflates the balloon through a tubing a quick connect attachment and internal piston-cylinder and tubing components. The controller has a switch, which when activated allows the fully saturated automated device linear or step motor to inject water into the probe while soil resistance pressures and balloon volumes are recorded. Water, or a similar fluid, is injected into the probe until it reaches the prescribed volume. Once that volume is achieved, the motors are controlled to deflate the balloon and the test data is converted from pressure and volume into stress and strain and then to values for soil stiffness and strength.

Provided is a rigidity level detection apparatus provided in a sheet manufacturing apparatus that manufactures a sheet by performing compression shaping of a defibrated material of a fiber-containing material and configured to detect a rigidity level of the sheet. The rigidity level detection apparatus includes a transport unit that transports the sheet, a press unit having a press member that deforms the sheet by pressing the sheet in a direction intersecting with a transport direction of the sheet while the sheet is transported by the transport unit, a detection unit having a sensor that detects a reaction force exerted from the deformed sheet to the press unit, and a determination unit that determines the rigidity level of the sheet based on a detection value from the sensor.

A real-time measurement system for mechanical parameters of rock slag during excavation includes a rock slag conveyor belt configured to convey rock slag; cleaning device, located on both sides of the rock slag conveyor belt, configured to clean the rock slag; an image acquisition device, located behind the cleaning device and on both sides and above the rock slag conveyor belt, configured to collect images of rock slag; an on-site loading device, for conducting on-site mechanical loading procedure on the rock slag to obtain on-site mechanical parameters. The on-site loading device includes a loading bottom plate, a push plate and a pressure head. The loading bottom plate is provided with a loading area. The push plate is located on the loading bottom plate and pushed by a pushing mechanism to push the rock slag.

A pressure-testing system for a tubular product such as production tubing. The pressure testing system includes a controller; a fluid reservoir containing a test fluid; a pump in fluid communication with the fluid reservoir; a fluid hose having a first end configured to receive the test fluid from the reservoir, and a second end configured to be fluidically connected to a hydrotest tool for the tubular product; and a transducer. The transducer sends signals to the controller indicative of pressure within the fluid hose. The controller is programmed to automatically (i) store a pressure threshold value (T) and (ii) store a pressure test value (P.sub.T) such that when pressure in the fluid hose reaches (T) or when pressure in the fluid hose reaches (P.sub.T), the controller sends a signal to divert a direction of fluid being pumped so that fluid is no longer pumped into the tubular product.

A system and method for non-destructive, in situ, positive material identification of a pipe selects a plurality of test areas that are separated axially and circumferentially from one another and then polishes a portion of each test area. Within each polished area, a non-destructive test device is used to collect mechanical property data and another non-destructive test device is used to collect chemical property data. An overall mean for the mechanical property data, and for the chemical property data, is calculated using at least two data collection runs. The means are compared to a known material standard to determine, at a high level of confidence, ultimate yield strength and ultimate tensile strength within +/10%, a carbon percentage within +/25%, and a manganese percentage within +/20% of a known material standard.