DIN 53292-1982 Testing of sandwiches Tensile test perpendicular to the faces《夹层结构检验 垂直于表面的拉力试验》.pdf
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1、DC 62-419 : 620.172 DEUTSCHE NORM February 198: I I Testing of sandwiches Tensile test perpendicular to the faces I 53292 _ Prfung von Kernverbunden; Zugversuch senkrecht zur Deckschichtebene Supersedes July 1976 edition As it is current practice in standards published by the International Organizat
2、ion for Standardization (ISO), the comma has been used throughout as a decimal marker. 1 The test method is intended for assessing the stength and deformation behaviour of sandwiches under tensile stress perpendicular to the faces. It is suitable for sandwiches of any structure and for any materials
3、 the core and the faces are made of and can also be used for testing the bonding between face and core. The properties of a sandwich which can be determined according to this standard are the Field of application and purpose tensile strength tensile stress at break yield stress tensile stress for a
4、specified strain stress for x % offset yield stress/deformation behaviour 2 Concepts See also DIN 53 290 Testing of sandwiches; concepts 2.1 The tensile stress o is the force F at any moment of the test referred to the initial cross section Ao of the specimen. 2.2 The tensile strengthuB of a sandwic
5、h is the tensile stress at the maximum tensile force F, (see figure 1). 2.3 The tensile stress at break uR is the tensile stress at the moment of break of the specimen. Note: The sandwich may break in the face, between face and core as well as in the core. The type of rupture must therefore always b
6、e quoted in the test report. 2.4 Yield stress us is the tensile stress at which the slope of the force/deformation curve equals O for the first time (see figure 1 ). 2.5 The tensile stress for a specified strain u, is the tensile stress correlated to a given strain c = x %. In the symbol u, the subs
7、cript x must be replaced by the nume- rical value of the percentage of compressive strain, e.g. alfor c = 2%. 2.6 The stress for x % offset yield usx is the tensile stress at which the force/deformation curve deviates by 3c % of the strain from its initially linear course (see figure 1). 2.7 The str
8、ain E is the change in specimen height ho related to the original height of the specimen A h includ- ing the faces at any time during the test. The strain at maximum force is designated E, the strain at ultimate force eR and the strain at yield stress cs. Continued on pages 2 to 4 Sole sale rights o
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