Testing of Mortars Containing Mineral Binders - Part 4: Determination of Linear and Transverse Strain and of Deformation Characteristics of Hardened Masonry Mortars by the Static Pressure Test
Also Known As:
The DIN 18555-4 standard focuses on the testing of mortars containing mineral binders, specifically for assessing the deformation characteristics of hardened masonry mortars. It provides a procedure to determine the linear and transverse strain of these mortars using the static pressure test.
The main objective of this standard is to calculate various deformation characteristics, including the modulus of elasticity, transverse strain modulus, and transverse strain coefficient. These calculations are important for understanding the performance and behavior of masonry mortars under different conditions.
The static pressure test outlined in this standard involves subjecting the mortar samples to controlled pressure, which allows for the measurement of strain and deformation. The results of this test provide valuable information for evaluating the suitability of masonry mortars for specific applications and for comparing different mortar formulations and compositions.
By specifying the testing method for linear and transverse strain determination, as well as the calculation of deformation characteristics, DIN 18555-4 aims to ensure consistent and standardized evaluation of masonry mortars according to their deformation behavior. This helps in ensuring the quality and performance of these mortars in construction projects.
| Descriptors | Binding agents, Compression testing, Construction, Construction materials, Definitions, Elongation, Hardened mortars, Longitudinal deformation, Masonry mortars, Mathematical calculations, Mineral, Modulus of elasticity, Mortars, Parameters, Specification (approval), Static, Strain, Strain elongation, Test equipment, Test specimens, Testing, Transverse strain, Upsetting, Expansions |
| ICS Codes | 91.100.10 - Cement. Gypsum. Lime. Mortar |
| Language(s) | English |
| File Size | 2.6 MB |
