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Standard Test Methods for Flexural Bond Strength of Masonry
Automaticky preložený názov:
Štandardné metódy skúšok pre ohybu Bond pevnosť slobodomurárstvo
NORMA vydaná dňa 15.6.2009
Označenie normy: ASTM E518-09
Poznámka: NEPLATNÁ
Dátum vydania normy: 15.6.2009
Kód tovaru: NS-47070
Počet strán: 5
Približná hmotnosť: 15 g (0.03 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Keywords:
flexural bond strength, masonry units, mortar, simply supported beam, stack bonded prism, third point loading, uniform load, Bond strength--masonry/mortar, Compression testing--masonry/mortar, Concrete construction materials/applications, Flexural bond strength, Flexural testing--masonry units, Masonry units, Mortar, Prisms, Unreinforced masonry assemblages, Water retention, ICS Number Code 91.060.10 (Walls. Partitions. Facades)
Significance and Use | ||||||||||||||||
These test methods are intended to provide simplified and economical means for gathering comparative research data on the flexural bond strength developed with different types of masonry units and mortar or for the purpose of checking job quality control (materials and workmanship). Note 1—These test methods are not intended for use in establishing design stresses. For this purpose, Methods E 72 should be used. |
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1. Scope | ||||||||||||||||
1.1 These test methods cover determination of the flexural bond strength of unreinforced masonry assemblages. Two procedures are provided: 1.1.1 Test Method A—Simply supported beam with third-point loading. 1.1.2 Test Method B—Simply supported beam with uniform loading. 1.2 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. |
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2. Referenced Documents | ||||||||||||||||
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