A method for evaluating a binder includes disposing the binder on a first plate, bringing a second plate, which faces the first plate, into contact with one surface of the binder, applying a stress to the binder through the second plate, measuring a strain of the binder due to the applied stress, and calculating a curing rate of the binder based on the strain of the binder.

An example method for measuring deformability of a cell, consistent with the present disclosure, includes detecting a single cell of a biologic sample in a cell probing chamber of a microfluidic device. The method includes isolating the cell in the cell probing chamber of the microfluidic device by terminating the flow of the biologic sample through the microfluidic device. The method further includes causing deformation of the cell by introducing ultrasonic waves into the cell probing chamber, and measuring deformability of the cell responsive to the introduction of the ultrasonic waves.

An apparatus for determining blood clotting capacity comprises an actuator to cyclically move a member within a sample of blood received in a well in a tray and one of a deflection sensor and a position sensor to determine the position of the wetted member upon being acted upon by the actuator. The theoretical position of the wetted member, as determined using a known actuator force and wetted member physical data, is compared to the sensed deflection or position of the wetted member, and the resistance to movement of the wetted member caused by the blood is determined and correlated to a clotting capacity.

A method for determining the curing behavior of an adhesive- or sealant bead, the adhesive- or sealant bead being applied to a workpiece, places multiple test bodies on the adhesive- or sealant bead at different, pre-defined placement times, and deformations of the adhesive- or sealant bead, caused by the test bodies, are measured at a pre-defined end time.

Concrete can be one of the most durable building materials where consumption is projected to reach approximately 40 billion tons in 2017 alone. Despite this the testing of concrete at all stages of its life cycle is still in its infancy although testing for corrosion is well established. Further many of the tests today are time consuming, expensive, and provide results only after it has been poured and set. Accordingly, by exploiting self-contained wireless sensor devices, which are deployed with the wet concrete, the in-situ curing and maturity measurement data can be established and employed together with batch specific concrete data to provide rapid initial tests and evolving performance data regarding the concrete cure, performance, corrosion of concrete at different points in its life cycle. Such sensors remove subjectivity, allow for rapid assessment, are integrable to the construction process, and provided full life cycle assessment.

Described is a testing system for performing specimen testing, such as residual seal force (RSF) testing and/or compression friction (CF) measurement testing. The testing system comprising a column supported by a base structure, a load cell supported by said column, a specimen plate configured to receive a plurality of specimens, a motor, and controller. The load cell is configured to move along the column toward and away from the base structure via a crosshead coupled to an actuator. The plurality of specimens comprising a first specimen and a second specimen. The controller is configured to control the motor to adjust a position of said specimen plate.

Concrete can be one of the most durable building materials where consumption is projected to reach approximately 40 billion tons in 2017 alone. Despite this the testing of concrete at all stages of its life cycle is still in its infancy although testing for corrosion is well established. Further many of the tests today are time consuming, expensive, and provide results only after it has been poured and set. Accordingly, by exploiting self-contained wireless sensor devices, which are deployed with the wet concrete, the in-situ curing and maturity measurement data can be established and employed together with batch specific concrete data to provide rapid initial tests and evolving performance data regarding the concrete cure, performance, corrosion of concrete at different points in its life cycle. Such sensors remove subjectivity, allow for rapid assessment, are integrable to the construction process, and provided full life cycle assessment.

The present invention relates to methods of greenhouse gas emission reduction by utilizing methods of the present invention in the production of viscous mixtures by determining the relative ratios or percentages of certain characteristics or properties of viscous substances, wherein temperature and/or moisture content is a key determinant. The methods may utilize placement of passive Radio Frequency Identification (RFID) instrumentation into a slurry or existing viscous mixture of substances. The RFID then reads moisture and/or other physical properties of the substance, typically process parameters such as temperature and/or pH. The readings are queried using an interrogator to acquire the data wirelessly. As a planning step, it is necessary to correlate the data with a variety of specially-developed algorithms specific to a viscous mixture associated with a particular process. The acquired readings will then provide a user with instantaneous information which will be determinative of the degree of completeness or maintenance of a certain property of the process.

Concrete can be one of the most durable building materials where consumption is projected to reach approximately 40 billion tons in 2017 alone. Despite this the testing of concrete at all stages of its life cycle is still in its infancy although testing for corrosion is well established. Further many of the tests today are time consuming, expensive, and provide results only after it has been poured and set. Accordingly, by exploiting self-contained wireless sensor devices, which are deployed with the wet concrete, the in-situ curing and maturity measurement data can be established and employed together with batch specific concrete data to provide rapid initial tests and evolving performance data regarding the concrete cure, performance, corrosion of concrete at different points in its life cycle. Such sensors remove subjectivity, allow for rapid assessment, are integrable to the construction process, and provided full life cycle assessment.

Disclosed is a detachable device for repeatedly measuring textural characteristics of food. To this end, the present invention includes: a fixing unit having a probe guide member having, at a center thereof, a predetermined guide hole, having therein a predetermined space, and extending downward; a cylindrical probe configured to move upward and downward while surrounding the probe guide member and having multiple holes formed in a lower surface thereof so that a part of food is extracted in accordance with a degree of compression at the time of compressing the food; a food sample cup positioned below the cylindrical probe and having therein a space in which the food is placed; and multiple position fixing guides positioned between the fixing unit and the food sample cup.