ASTM C597-22 PDF
Standard Test Method for Ultrasonic Pulse Velocity Through Concrete
Standard Test Method for Ultrasonic Pulse Velocity Through Concrete
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 4
- Дата публикации:
- 15 декабря 2022 г.
- Издание:
- C597
- ICS:
- 91.100.30
SIGNIFICANCE AND USE 5.1 The ultrasonic pulse velocity, V, of longitudinal ultrasonic stress waves in a concrete mass is related to its elastic properties and density according to the following relationship: where: E = dynamic modulus of elasticity, μ = dynamic Poisson's ratio, and ρ = density. 5.2 This test method is applicable to assess the uniformity and relative quality of concrete, to indicate the presence of voids and cracks, and to evaluate the effectiveness of crack repairs. It is also applicable to indicate changes in the properties of concrete, and in the survey of structures, to estimate the severity of deterioration or cracking. If used to monitor changes in condition over time, test locations are to be marked on the structure to ensure that tests are repeated at the same positions. 5.3 The degree of saturation of the concrete affects the ultrasonic pulse velocity, and this factor must be considered when evaluating test results (Note 1). In addition, the ultrasonic pulse velocity in saturated concrete is less sensitive to changes in its relative quality. Note 1: The ultrasonic pulse velocity in saturated concrete may be up to 5 % higher than in dry concrete.3 5.4 The ultrasonic pulse velocity is independent of the dimensions of the test object provided reflected waves from boundaries do not complicate the determination of the arrival time of the directly transmitted pulse. The least dimension of the test object must exceed the wavelength of the ultrasonic vibrations (Note 2). Note 2: The wavelength of the vibrations equals the ultrasonic pulse velocity divided by the frequency of vibrations. For example, for a frequency of 54 kHz and a pulse velocity of 3500 m/s, the wavelength is 3500/54000 = 0.065 m. 5.5 The accuracy of the measurement depends upon the ability of the operator to determine precisely the distance between the transducers and of the equipment to measure precisely the ultrasonic pulse transit time. The receive... SCOPE 1.1 This test method covers the determination of the propagation velocity of longitudinal ultrasonic stress wave pulses through concrete. This test method does not apply to the propagation of other types of stress waves through concrete. 1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 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 C597-22, "Standard Test Method for Ultrasonic Pulse Velocity Through Concrete," is an internationally recognized standard issued by ASTM International. This standard specifies the method for determining the propagation velocity of longitudinal ultrasonic stress wave pulses through concrete. The ultrasonic pulse velocity (UPV) is closely related to the elastic properties and density of concrete, providing valuable, non-destructive insights into concrete quality, uniformity, and the presence of defects such as voids and cracks.
ASTM C597-22 is widely used in both laboratory and field evaluations, offering a reliable technique for monitoring structural integrity and changes in concrete over time. This standard is an essential reference for professionals involved in nondestructive testing (NDT) of concrete structures, civil engineering, and construction quality assurance.
Key Topics
- Applicability: The method applies exclusively to longitudinal ultrasonic stress waves in concrete and does not cover other types of stress waves.
- Assessment Objectives:
- Uniformity and quality: Identifies variations, voids, and cracks in concrete.
- Repair evaluation: Assesses the effectiveness of concrete crack repairs.
- Structural monitoring: Tracks changes in material properties and deterioration over time.
- Measurement Principle: UPV is calculated by dividing the distance between transducers by the electronically measured transit time of the ultrasonic pulse.
- Factors Affecting Results:
- Concrete saturation: Pulse velocity increases in saturated concrete, which must be considered during interpretation.
- Dimensions and boundaries: Accurate results require test objects larger than the ultrasonic wavelength to avoid effects from reflected waves.
- Reinforcement presence: Steel reinforcements can skew results, as UPV in steel is higher than in concrete.
- Test Equipment: Includes a pulse generator, matched transducers, time-measuring circuit, display unit, reference bar, shielded cables, and suitable coupling agents.
Applications
Ultrasonic pulse velocity testing using ASTM C597-22 plays a crucial role in contemporary concrete assessment and maintenance:
- Nondestructive Testing (NDT): Enables comprehensive evaluation of concrete without damaging the structure, essential for bridges, tunnels, buildings, and other infrastructure.
- Quality Control: Used in both new construction and existing structures to ensure compliance with design specifications and detect early signs of degradation.
- Deterioration and Crack Detection: Locates and determines the extent of defects such as cracks, voids, honeycombing, or damage caused by physical and environmental factors.
- Effectiveness of Repairs: Assesses how successfully repairs or crack injections have restored concrete integrity.
- Research and Structural Health Monitoring: Supports academic and industrial research by providing repeatable data on material performance and the impact of various influences over time.
- Fire Damage Evaluation: Estimation of the impact of high temperatures on the mechanical properties of concrete structures.
Related Standards
Comprehensive concrete evaluation often draws on additional ASTM and related standards:
- ASTM C125: Terminology Relating to Concrete and Concrete Aggregates
- ASTM C215: Test Method for Fundamental Resonant Frequencies of Concrete Specimens
- ASTM C823/C823M: Practice for Examination and Sampling of Hardened Concrete in Constructions
- ASTM E1316: Terminology for Nondestructive Examinations
- ACI 228.1R: In-Place Methods to Estimate Concrete Strength
These documents, together with ASTM C597-22, form the foundation for robust, standardized nondestructive testing procedures for concrete in the construction industry.
Keywords: ultrasonic pulse velocity, ASTM C597-22, nondestructive testing, concrete testing, structural integrity, UPV, concrete uniformity, crack detection, concrete quality, ASTM standards
Технические детали
- Технический комитет
- C09 - Concrete and Concrete Aggregates
- SKU
- ASTM C597-22
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