BS EN 12615:1999 PDF Download
Standard EN SampleProducts and Systems for the Protection and Repair of Concrete Structures - Test Methods - Determination of Slant Shear Strength
Also Known As:
BS EN 12615:1999 is a standard that outlines the test methods for determining the slant shear strength of products and systems used for the protection and repair of concrete structures. The standard focuses on measuring the strength of the structural bond between two concrete substrates. It provides guidance on how to conduct the test for different combinations, such as hardened concrete bonded to hardened concrete or fresh concrete bonded to hardened concrete.
The slant shear bond strength test described in this standard can be performed on both dry and wet hardened concrete substrates. The purpose of the test is to assess the effectiveness of the bond between the concrete substrates. This information is crucial for ensuring the reliability and durability of concrete structures, as it helps determine the strength and integrity of the repaired or protected areas.
By following the procedures outlined in BS EN 12615:1999, professionals in the construction and maintenance industry can accurately evaluate the slant shear strength of concrete bonds. This allows them to make informed decisions regarding the selection and application of products and systems for concrete structure protection and repair. Compliance with this standard helps ensure the quality and longevity of concrete structures, safeguarding against potential structural failures and reducing the need for costly repairs in the future.
Descriptors | Equations, Adhesion tests, Prismatic shape, Adhesion, Repair, Bonding, Construction materials, Testing conditions, Mechanical testing, Construction systems parts, Specimen preparation, Test equipment, Joints, Inclined, Strength of materials, Cement and concrete technology, Test specimens, Structures, Shear testing, Concretes, Shear strength |
ICS Codes | 91.080.40 - Concrete structures |
Language(s) | English |
ISBN | 0 580 32588 1 |
File Size | 204.8 KB |