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IEC 62047-16:2015 specifies the test methods to measure the residual stresses of films with thickness in the range of 0,01 μ to 10 μ in MEMS structures fabricated by wafer curvature or cantilever beam deflection methods.
4.1 In the absence of deflection measurements from actual installed-above-grou
In the absence of deflection measurements from actual installed-above-grou
This test method covers measurement of the deflection as a function of time of a specimen of fiberglass pipe supported on a flat non-arced support as a simple beam under full bore flow of water at elevated temperatures. Both glass-fiber-reinforc
1.1 This test method covers measurement of the deflection as a function of time of a specimen of fiberglass pipe supported on a flat non-arced support as a simple beam under full bore flow of water at elevated temperatures. Both glass-fiber-reinforc
1.1 This test method covers measurement of the deflection as a function of time of a specimen of fiberglass pipe supported on a flat non-arced support as a simple beam under full bore flow of water at elevated temperatures. Both glass-fiber-reinforc
4.1 In the absence of deflection measurements from actual installed-above-grou
This part of IEC 62047 specifies the test methods to measure the residual stresses of films with thickness in the range of 0,01 μm to 10 μm in MEMS structures fabricated by wafer curvature or cantilever beam deflection methods. The films should be deposited onto a substrate of known...
This part of IEC 62047 specifies the test methods to measure the residual stresses of films with thickness in the range of 0,01 μm to 10 μm in MEMS structures fabricated by wafer curvature or cantilever beam deflection methods. The films should be deposited onto a substrate of known...
The principal causes of deflections taken into account in this report are those due to elastic deformation, flexural cracking, creep, shrinkage, and temperature effects. This document is composed of two introductory chapters and four main chapters that provide information on calculating and...
PREFACE: Design for serviceability as determined by deflection control is central to the work of structural engineers, code-writing bodies, and the users. The present era of high strength and high performance materials, exotic additives and limit states design, has necessitated more refined...
3.1 Nondestructive testing of pavements to obtain deflection data for use in pavement evaluation and overlay design has become common. While the diversity of equipment and data applications makes specific procedures infeasible, this guide is intended to encourage the collection of sufficient...
This specification covers one type of deflection unit used in the Gun Direction Computers: M15 and M15C, which are parts of Field Artillery Fire Control Systems: M35 and M35C. The deflection unit is a functional plug-in subassembly performing two primary functions as described in 6.1.
3.1 Nondestructive testing of pavements to obtain deflection data for use in pavement evaluation and overlay design has become common. While the diversity of equipment and data applications make specific procedures infeasible, this guide is intended to encourage the collection of sufficient...
1.1 This guide covers the preparation, equipment, calibration of equipment, location of test points, magnitudes and configurations of applied loads, cyclic frequencies, and presentation of data for nondestructive testing of pavements using cyclic-loading dynamic deflection equipment. 1.2...
Deflections tend to have more significance in modern structures, especially those that are either taller, longer or have wider spans than earlier designs. It is also necessary to provide desirable distributions of internal forces in order to achieve effective, efficient and elegant...
