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Optimization of the Ultrasonic Control of the Wall Thickness of the Blades of Gas Turbine Engines© 2018 IEEE. Ultrasonic detection is widely used for the control of a gas-turbine engine details

Testing method for riveted connections using the free oscillation technique. Numerical simulation the results of studies on the development of methods and diagnostic system for instrumental quality control

Modeling the non-destructive control of road surfaces compactionModeling the non-destructive control of road surfaces compaction

Сравнительная оценка альтернативных методов контроля качества и диагностики монтажных конструкций «п/п кристалл – подложка» of nondestructive control – laser microinterferometry, which possibilities have been earlier expanded

Особенности связей магнитных свойств чугунов с их структурой и магнитные методы контроля структуры чугунных отливок (обзор) and magnetic control methods of structure of pig-iron castings (review)

Testing method for riveted connections using the free oscillation technique. Numerical simulation the results of studies on the development of methods and diagnostic system for instrumental quality control

Выявление дефектов стальных пролетных строений автодорожных и железнодорожных мостов с использованием инфракрасных технологий неразрушающего контроля = Pinpointing defects of steel spans of railway and motorway bridges using infrared technologies of nondestructive testingSpecific features of nondestructive examination of bridge structures using thermography are covered

Concept of a new method for continuous non-destructive control of asphalt road pavements compactionConcept of a new method for continuous non-destructive control of asphalt road pavements compaction

Control for riveted connections by free oscillation technique. Hardware and software system. Evaluation of measurement error the results of studies on the development of techniques and diagnostic suite for instrumentation control

Pecularities of Strength Assessment of Cast-in-Situ Structures in Terms of Siberia lower than the structures and standard control samples. The decrease in the strength of concrete samples

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