Ultrasonic pulse velocity test

Last updated
Ultrasonic pulse velocity is being used to obtain typical wave velocities for granite. Note transmitter on one side of the column and receiver on opposite. Ultrasonic pulse velocity.jpg
Ultrasonic pulse velocity is being used to obtain typical wave velocities for granite. Note transmitter on one side of the column and receiver on opposite.

An ultrasonic pulse velocity test is an in-situ, nondestructive test to check the quality of concrete and natural rocks. In this test, the strength and quality of concrete or rock is assessed by measuring the velocity of an ultrasonic pulse passing through a concrete structure or natural rock formation.

Contents

This test is conducted by passing a pulse of ultrasonic through concrete to be tested and measuring the time taken by pulse to get through the structure. Higher velocities indicate good quality and continuity of the material, while slower velocities may indicate concrete with many cracks or voids.

Ultrasonic testing equipment includes a pulse generation circuit, consisting of electronic circuit for generating pulses and a transducer for transforming electronic pulse into mechanical pulse having an oscillation frequency in range of 40 kHz to 50 kHz, and a pulse reception circuit that receives the signal. [1] [2]

The transducer, clock, oscillation circuit, and power source are assembled for use. After calibration to a standard sample of material with known properties, the transducers are placed on opposite sides of the material. Pulse velocity is measured by a simple formula:

. [3] [4] [5] [6]

Applications

Ultrasonic Pulse Velocity can be used to:

The test can also be used to evaluate the effectiveness of crack repair. [7] Ultrasonic testing is an indicative and other tests such as destructive testing must be conducted to find the structural and mechanical properties of the material. [8] [9] [10] [11]

Regulation and standards

A procedure for ultrasonic testing is outlined in ASTM C597 - 09. [7]

In India, till 2018 ultrasonic testing was conducted according to IS 13311-1992.From 2018, procedure and specification for Ultrasonic pulse velocity test is outlined in IS 516 Part 5:Non destructive testing of concrete Section 1:Ultrasonic Pulse Velocity Testing. This test indicates the quality of workmanship and to find the cracks and defects in concrete. [12] [13] [14] [15] [16] [17]

Factors affecting testing

The important factors that affect/influence the ultrasonic pulse velocity test are:

  1. Surface Conditions of Concrete
  2. Moisture Content of Concrete
  3. Path Length of Concrete Structure
  4. Shape and Size of Concrete Structure
  5. Temperature of Concrete
  6. Stress to Which the Structure is Subjected
  7. Reinforcing Bars
  8. Contact Between the Transducer and Concrete
  9. Cracks and Voids in Concrete
  10. Density and Modulus of Elasticity of Aggregate [18]

Usage

This test is recommended in some of testing done by the Indian government to certify and check construction of residential buildings. [19] [20] [21] [22] [23] [24]

Related Research Articles

<span class="mw-page-title-main">Ultrasound</span> Sound waves with frequencies above the human hearing range

Ultrasound is sound with frequencies greater than 20 kilohertz. This frequency is the approximate upper audible limit of human hearing in healthy young adults. The physical principles of acoustic waves apply to any frequency range, including ultrasound. Ultrasonic devices operate with frequencies from 20 kHz up to several gigahertz.

<span class="mw-page-title-main">Nondestructive testing</span> Evaluating the properties of a material, component, or system without causing damage

Nondestructive testing (NDT) is any of a wide group of analysis techniques used in science and technology industry to evaluate the properties of a material, component or system without causing damage. The terms nondestructive examination (NDE), nondestructive inspection (NDI), and nondestructive evaluation (NDE) are also commonly used to describe this technology. Because NDT does not permanently alter the article being inspected, it is a highly valuable technique that can save both money and time in product evaluation, troubleshooting, and research. The six most frequently used NDT methods are eddy-current, magnetic-particle, liquid penetrant, radiographic, ultrasonic, and visual testing. NDT is commonly used in forensic engineering, mechanical engineering, petroleum engineering, electrical engineering, civil engineering, systems engineering, aeronautical engineering, medicine, and art. Innovations in the field of nondestructive testing have had a profound impact on medical imaging, including on echocardiography, medical ultrasonography, and digital radiography.

<span class="mw-page-title-main">Compressive strength</span> Capacity of a material or structure to withstand loads tending to reduce size

In mechanics, compressive strength is the capacity of a material or structure to withstand loads tending to reduce size. In other words, compressive strength resists compression, whereas tensile strength resists tension. In the study of strength of materials, tensile strength, compressive strength, and shear strength can be analyzed independently.

<span class="mw-page-title-main">Cone penetration test</span> Method used to determine the geotechnical engineering properties of soils

The cone penetration or cone penetrometer test (CPT) is a method used to determine the geotechnical engineering properties of soils and delineating soil stratigraphy. It was initially developed in the 1950s at the Dutch Laboratory for Soil Mechanics in Delft to investigate soft soils. Based on this history it has also been called the "Dutch cone test". Today, the CPT is one of the most used and accepted soil methods for soil investigation worldwide.

In electrical engineering, partial discharge (PD) is a localized dielectric breakdown (DB) of a small portion of a solid or fluid electrical insulation (EI) system under high voltage (HV) stress. While a corona discharge (CD) is usually revealed by a relatively steady glow or brush discharge (BD) in air, partial discharges within solid insulation system are not visible.

<span class="mw-page-title-main">Delamination</span> Mode of failure for which a material fractures into layers

Delamination is a mode of failure where a material fractures into layers. A variety of materials including laminate composites and concrete can fail by delamination. Processing can create layers in materials such as steel formed by rolling and plastics and metals from 3D printing which can fail from layer separation. Also, surface coatings such as paints and films can delaminate from the coated substrate.

<span class="mw-page-title-main">Ultrasonic flow meter</span> Flow meter using ultrasound

An ultrasonic flow meter is a type of flow meter that measures the velocity of a fluid with ultrasound to calculate volume flow. Using ultrasonic transducers, the flow meter can measure the average velocity along the path of an emitted beam of ultrasound, by averaging the difference in measured transit time between the pulses of ultrasound propagating into and against the direction of the flow or by measuring the frequency shift from the Doppler effect. Ultrasonic flow meters are affected by the acoustic properties of the fluid and can be impacted by temperature, density, viscosity and suspended particulates depending on the exact flow meter. They vary greatly in purchase price but are often inexpensive to use and maintain because they do not use moving parts, unlike mechanical flow meters.

<span class="mw-page-title-main">Acoustic emission</span>

Acoustic emission (AE) is the phenomenon of radiation of acoustic (elastic) waves in solids that occurs when a material undergoes irreversible changes in its internal structure, for example as a result of crack formation or plastic deformation due to aging, temperature gradients, or external mechanical forces.

<span class="mw-page-title-main">Ultrasonic testing</span> Non-destructive material testing using ultrasonic waves

Ultrasonic testing (UT) is a family of non-destructive testing techniques based on the propagation of ultrasonic waves in the object or material tested. In most common UT applications, very short ultrasonic pulse waves with centre frequencies ranging from 0.1-15 MHz and occasionally up to 50 MHz, are transmitted into materials to detect internal flaws or to characterize materials. A common example is ultrasonic thickness measurement, which tests the thickness of the test object, for example, to monitor pipework corrosion and erosion. Ultrasonic testing is extensively used to detect flaws in welds.

<span class="mw-page-title-main">Three-point flexural test</span> Standard procedure for measuring modulus of elasticity in bending

The three-point bending flexural test provides values for the modulus of elasticity in bending , flexural stress , flexural strain and the flexural stress–strain response of the material. This test is performed on a universal testing machine with a three-point or four-point bend fixture. The main advantage of a three-point flexural test is the ease of the specimen preparation and testing. However, this method has also some disadvantages: the results of the testing method are sensitive to specimen and loading geometry and strain rate.

<span class="mw-page-title-main">Phased array ultrasonics</span> Testing method

Phased array ultrasonics (PA) is an advanced method of ultrasonic testing that has applications in medical imaging and industrial nondestructive testing. Common applications are to noninvasively examine the heart or to find flaws in manufactured materials such as welds. Single-element probes, known technically as monolithic probes, emit a beam in a fixed direction. To test or interrogate a large volume of material, a conventional probe must be physically scanned to sweep the beam through the area of interest. In contrast, the beam from a phased array probe can be focused and swept electronically without moving the probe. The beam is controllable because a phased array probe is made up of multiple small elements, each of which can be pulsed individually at a computer-calculated timing. The term phased refers to the timing, and the term array refers to the multiple elements. Phased array ultrasonic testing is based on principles of wave physics, which also have applications in fields such as optics and electromagnetic antennae.

<span class="mw-page-title-main">Time-of-flight diffraction ultrasonics</span>

Time-of-flight diffraction (TOFD) method of ultrasonic testing is a sensitive and accurate method for the nondestructive testing of welds for defects. TOFD originated from tip diffraction techniques which were first published by Silk and Liddington in 1975 which paved the way for TOFD. Later works on this technique are given in a number of sources which include Harumi et al. (1989), Avioli et al. (1991), and Bray and Stanley (1997).

<span class="mw-page-title-main">Electromagnetic acoustic transducer</span>

Electromagnetic acoustic transducer (EMAT) is a transducer for non-contact acoustic wave generation and reception in conducting materials. Its effect is based on electromagnetic mechanisms, which do not need direct coupling with the surface of the material. Due to this couplant-free feature, EMATs are particularly useful in harsh, i.e., hot, cold, clean, or dry environments. EMATs are suitable to generate all kinds of waves in metallic and/or magnetostrictive materials. Depending on the design and orientation of coils and magnets, shear horizontal (SH) bulk wave mode, surface wave, plate waves such as SH and Lamb waves, and all sorts of other bulk and guided-wave modes can be excited. After decades of research and development, EMAT has found its applications in many industries such as primary metal manufacturing and processing, automotive, railroad, pipeline, boiler and pressure vessel industries, in which they are typically used for nondestructive testing (NDT) of metallic structures.

<span class="mw-page-title-main">Ultrasonic machining</span> Subtractive manufacturing process

Ultrasonic machining is a subtractive manufacturing process that removes material from the surface of a part through high frequency, low amplitude vibrations of a tool against the material surface in the presence of fine abrasive particles. The tool travels vertically or orthogonal to the surface of the part at amplitudes of 0.05 to 0.125 mm. The fine abrasive grains are mixed with water to form a slurry that is distributed across the part and the tip of the tool. Typical grain sizes of the abrasive material range from 100 to 1000, where smaller grains produce smoother surface finishes.

Non-contact ultrasound (NCU) is a method of non-destructive testing where ultrasound is generated and used to test materials without the generating sensor making direct or indirect contact with the test material or test subject. Historically this has been difficult to do, as a typical transducer is very inefficient in air. Therefore, most conventional ultrasound methods require the use of some type of acoustic coupling medium in order to efficiently transmit the energy from the sensor to the test material. Couplant materials can range from gels or jets of water to direct solder bonds. However, in non-contact ultrasound, ambient air is the only acoustic coupling medium.

In the field of industrial ultrasonic testing, ultrasonic thickness measurement (UTM) is a method of performing non-destructive measurement (gauging) of the local thickness of a solid element based on the time taken by the ultrasound wave to return to the surface. This type of measurement is typically performed with an ultrasonic thickness gauge.

Concrete has relatively high compressive strength, but significantly lower tensile strength. The compressive strength is typically controlled with the ratio of water to cement when forming the concrete, and tensile strength is increased by additives, typically steel, to create reinforced concrete. In other words we can say concrete is made up of sand, ballast, cement and water.

<span class="mw-page-title-main">James H. Williams Jr.</span>

James Henry Williams Jr. is a mechanical engineer, consultant, civic commentator, and teacher of engineering. He is currently Professor of Applied Mechanics in the Mechanical Engineering Department at the Massachusetts Institute of Technology (MIT). He is regarded as one of the world's leading experts in the mechanics, design, fabrication, and nondestructive evaluation (NDE) of nonmetallic fiber reinforced composite materials and structures. He is also Professor of Writing and Humanistic Studies at MIT.

Active thermography is an advanced nondestructive testing procedure, which uses a thermography measurement of a tested material thermal response after its external excitation. This principle can be used also for non-contact infrared non-destructive testing (IRNDT) of materials.

Welding of advanced thermoplastic composites is a beneficial method of joining these materials compared to mechanical fastening and adhesive bonding. Mechanical fastening requires intense labor, and creates stress concentrations, while adhesive bonding requires extensive surface preparation, and long curing cycles. Welding these materials is a cost-effective method of joining concerning preparation and execution, and these materials retain their properties upon cooling, so no post processing is necessary. These materials are widely used in the aerospace industry to reduce weight of a part while keeping strength.

References

  1. "Ultrasonic Pulse Echo for Concrete Testing Using the Pundit PL-200PE Model by Proceq : Quote, RFQ, Price and Buy". AZoM.com. Archived from the original on 2019-04-04. Retrieved 2019-04-04.
  2. Leeb, Rockwell & UCI. "Equotip portable hardness testers". proceq.com. Archived from the original on 2019-04-04. Retrieved 2019-04-04.
  3. "A Comparison Between Direct and Indirect Method of Ultrasonic Pulse Velocity in Detecting Concrete Defects". www.ndt.net.
  4. "Concrete testing by Ultrasonic Pulse Velocity". Iamcivilengineer. 13 November 2013. Archived from the original on 26 April 2015. Retrieved 25 May 2015.
  5. "Ultrasonic Pulse Velocity Method". www.engineeringcivil.com. 14 September 2008.
  6. "What is Ultrasonic Testing of Concrete for Compressive Strength?". 28 February 2016.
  7. 1 2 "ASTM C597 - 09 Standard Test Method for Pulse Velocity Through Concrete". astm.org.
  8. Singh, Gurpreet; Siddique, Rafat (January 2012). "Effect of waste foundry sand (WFS) as partial replacement of sand on the strength, ultrasonic pulse velocity and permeability of concrete". Construction and Building Materials. 26 (1): 416–422. doi:10.1016/j.conbuildmat.2011.06.041.
  9. Komlos̆, K.; Popovics, S.; Nürnbergerová, T.; Babál, B.; Popovics, J.S. (January 1996). "Ultrasonic pulse velocity test of concrete properties as specified in various standards". Cement and Concrete Composites. 18 (5): 357–364. doi:10.1016/0958-9465(96)00026-1.
  10. Qasrawi, Hisham Y. (May 2000). "Concrete strength by combined nondestructive methods simply and reliably predicted". Cement and Concrete Research. 30 (5): 739–746. doi:10.1016/S0008-8846(00)00226-X.
  11. Vasconcelos, Graça; Lourenço, Paulo B.; Alves, C. A. Simões; Pamplona, J. (4 April 2019). "Prediction of the mechanical properties of granites by ultrasonic pulse velocity and Schmidt hammer hardness" via repositorium.sdum.uminho.pt.
  12. ftp://law.resource.org/pub/in/bis/S03/is.13311.1.1992.pdf
  13. Illston, J. M.; Domone, Peter (11 September 2002). Construction Materials: Their Nature and Behaviour, Third Edition. CRC Press. ISBN   9780203478981 via Google Books.
  14. Aguado, A.; Gettu, R.; Shah, S. (10 November 1994). Concrete Technology: New Trends, Industrial Applications: Proceedings of the International RILEM workshop. CRC Press. ISBN   9780419201502 via Google Books.
  15. Richardson, J. G. (2 September 2003). Supervision of Concrete Construction 2. CRC Press. ISBN   9780203210055 via Google Books.
  16. Tse, Peter W.; Mathew, Joseph; Wong, King; Lam, Rocky; Ko, C. N. (9 December 2014). Engineering Asset Management - Systems, Professional Practices and Certification: Proceedings of the 8th World Congress on Engineering Asset Management (WCEAM 2013) & the 3rd International Conference on Utility Management & Safety (ICUMAS). Springer. ISBN   9783319095073 via Google Books.
  17. Neville (4 April 1963). Properties Of Concrete, 4/E. Pearson Education. ISBN   9788177585872 via Google Books.
  18. "Factors Affecting Ultrasonic Pulse Velocity Test". Civil Allied Gyan.
  19. "Technical Advisory Committee comes to rescue of residents who feared they might lose their homes to redevelopment". DNA India. 22 January 2015.
  20. Ahmedabad Mirror (Sep 9, 2014). "Shoddy job puts builders in the dock". Ahmedabad Mirror. Retrieved Apr 6, 2019.
  21. "Civic chief wants dilapidated bldgs in island city to be vacated within 7 days - Times of India". The Times of India. 29 April 2014.
  22. "Civic body to get expert hand for demolition drive in Kolhapur - Times of India". The Times of India. 12 May 2014.
  23. "'Mandatory soil testing not done before start of work' - Times of India". The Times of India. 16 January 2014.
  24. "Ultrasonic". Archived from the original on 2016-09-19. Retrieved 2015-09-03.