ASTM C1579-21 PDF
Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete (Using a Steel Form Insert)
Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete (Using a Steel Form Insert)
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 7
- Дата публикации:
- 1 июня 2021 г.
- Издание:
- C1579
- ICS:
- 91.100.40
SIGNIFICANCE AND USE 5.1 The test method is intended to evaluate the effects of evaporation, settlement, and early autogenous shrinkage on the plastic shrinkage cracking performance of fiber reinforced concrete up to and for some hours beyond the time of final setting (see Terminology C125). 5.2 The measured values obtained from this test may be used to compare the performance of concretes with different mixture proportions, concretes with and without fibers, concretes containing various amounts of different types of fibers, and concretes containing various amounts and types of admixtures. For meaningful comparisons, the evaporative conditions during test shall be sufficient to produce an average crack width of at least 0.5 mm in the control specimens (2, 3) (see Note 2). In addition, the evaporation rate from a free surface of water shall be within ± 5 % for each test. Note 2: To achieve evaporation rates that result in a crack of at least 0.5 mm in the control specimens, it may be necessary to use an evaporation rate higher than that discussed in Note 1. 5.3 This method attempts to control atmospheric variables to quantify the relative performance of a given fresh concrete mixture. Since many other variables such as cement fineness, aggregate gradation, aggregate volume, mixing procedures, slump, air content, concrete temperature and surface finish can also influence potential cracking, attention shall be paid to keep these as consistent as possible from mixture to mixture. SCOPE 1.1 This test method compares the surface cracking of fiber reinforced concrete panels with the surface cracking of control concrete panels subjected to prescribed conditions of restraint and moisture loss that are severe enough to produce cracking before final setting of the concrete. 1.2 This test method can be used to compare the plastic shrinkage cracking behavior of different concrete mixtures containing fiber reinforcement. 1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. (Warning—fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2) 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Abstract
Overview
ASTM C1579-21: Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete (Using a Steel Form Insert) establishes a reliable procedure for assessing plastic shrinkage cracking in fiber reinforced concrete. This internationally recognized ASTM standard is designed for laboratory comparison of concrete panels containing fiber reinforcement with control panels, focusing on their resistance to surface cracking under severe drying and restraint conditions before final setting. Key elements include control of atmospheric variables, consistent procedures, and precise measurement of crack width for quantitative assessment.
Plastic shrinkage cracking is a primary concern in fresh concrete, affecting long-term durability and performance. The test method outlined in ASTM C1579-21 is widely used to evaluate concrete mixtures with different types and amounts of fibers, enabling informed material choices for enhanced crack resistance.
Key Topics
- Purpose: The standard test method compares the surface cracking behavior of fiber reinforced concrete with that of control (non-fiber) concrete panels, subjected to restrained conditions and accelerated moisture loss.
- Test Procedure: Panels are cast in molds with steel form inserts and subjected to controlled environments with defined temperature, humidity, and wind parameters to ensure crack formation before final setting.
- Evaluation: Crack width is measured 24 hours after mixing, and the Cracking Reduction Ratio (CRR) is calculated to quantify the benefits of fiber reinforcement in reducing plastic shrinkage cracks.
- Variables Controlled: Atmospheric conditions (temperature, humidity, wind), mixture proportions, and finishing procedures are standardized to enable meaningful and repeatable comparisons.
- Practical Considerations: The test is considered valid only when the control panels achieve a minimum average crack width, ensuring test severity and reliability of results.
Applications
ASTM C1579-21 is essential for:
- Concrete Product Development: Optimizing fiber types, dosages, and admixture combinations for improved performance against plastic shrinkage cracking.
- Quality Control: Ensuring consistency in fiber-reinforced concrete produced for slabs, pavements, and structural elements exposed to rapid surface drying.
- Comparative Research: Academic and industrial research comparing mixtures, materials, or innovations in fiber-reinforced concrete technology.
- Project Specifications: Verifying that concrete mixtures used on large infrastructure projects meet prescribed plastic shrinkage crack resistance requirements.
- Prequalification Testing: Assessing new fiber-reinforced concrete systems or products before field implementation.
By providing a clear and repeatable framework for assessing plastic shrinkage cracking, ASTM C1579-21 supports durable and crack-resistant concrete construction, especially for critical horizontal surfaces. The standard helps mitigate costly repairs and enhances the service life of concrete structures.
Related Standards
- ASTM C125 - Terminology Relating to Concrete and Concrete Aggregates
- ASTM C143/C143M - Test Method for Slump of Hydraulic-Cement Concrete
- ASTM C192/C192M - Practice for Making and Curing Concrete Test Specimens in the Laboratory
- ASTM C403/C403M - Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance
- ASTM C670 - Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
ASTM C1579-21 aligns with international best practices for standardization, supporting global trade and regulatory acceptance. For comprehensive crack resistance evaluation, it is often used alongside other ASTM and ACI guidelines in concrete testing and specification.
Keywords: ASTM C1579-21, fiber reinforced concrete, plastic shrinkage cracking, restrained shrinkage test, crack width measurement, concrete testing standard, durability, laboratory test method, crack reduction ratio, concrete quality assurance.
Технические детали
- Технический комитет
- C09 - Concrete and Concrete Aggregates
- SKU
- ASTM C1579-21
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