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Journal articles on the topic 'Ultrasonic Pulse Velocity Test (UPV)'

Author: Grafiati

Published: 5 June 2025

Last updated: 2 August 2025

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1

Said, AbdulMuttalib I., and Baqer Abdul Hussein Ali. "Assessment of Concrete Compressive Strength by Ultrasonic Non-Destructive Test." E3S Web of Conferences 318 (2021): 03004. http://dx.doi.org/10.1051/e3sconf/202131803004.

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This paper has carried out an experimental program to establish a relatively accurate relation between the ultrasonic pulse velocity (UPV) and the concrete compressive strength. The program involved testing concrete cubes of (100) mm and prisms of (100×100×300) cast with specified test variables. The samples are tested by using ultrasonic test equipment with two methods, direct ultrasonic pulse (DUPV) and surface (indirect) ultrasonic pulse (SUPV) for each sample. The obtained results were used as input data in the statistical program (SPSS) to predict the best equation representing the relati

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Rizkiasari, Anggia Eta, and Abdul Rouf. "Analisis Hubungan Kecepatan Gelombang Dengan Kuat Tekan Beton Menggunakan Metode UPV." IJEIS (Indonesian Journal of Electronics and Instrumentation Systems) 10, no. 1 (2020): 11. http://dx.doi.org/10.22146/ijeis.33414.

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Until now the use of concrete as a building material is still widely used for building structures. It is important to do concrete compressive strength testing as one of the factors to know the quality of a concrete. NDT (Non-Destructive Testing) is a method of solid quality testing without damaging the object. Testing with the NDT method is considered more efficient than the destructive test method. One method for performing NDT testing is by utilizing UPV (Ultrasonic Pulse Velocity).UPV is a method for estimating concrete compressive strength based on the ultrasonic pulse velocity relationshi

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3

Araújo, Rafael Campos de Alencar, William Menezes da Silva, Tiago Ancelmo de Carvalho Pires, and José Jéferson do Rêgo Silva. "Compressive strength assessment of high strength concrete after fire using ultrasonic test method." Research, Society and Development 11, no. 11 (2022): e63111132719. http://dx.doi.org/10.33448/rsd-v11i11.32719.

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This paper aims to evaluate the non-destructive ultrasonic pulse velocity (UPV) test method for determining the compressive strength of high strength of concrete (HSC) after fire. The compressive strength was determined through destructive cylinder test and by measuring ultrasonic pulse velocity. A total of 10 equations that relate compressive strength of concrete to UPV were evaluated in a total of 20 concrete samples. None of the equations were well suited for the case of HSC. The paper proposed a new equation and the UPV test showed suitable to assessment post-fire damaged HSC.

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Shi, Mo, Deok Hwa Jeong, Seung Woo Lee, and Yeol Choi. "Relationship between UPV and Strength of Rubber-Concrete." Defect and Diffusion Forum 382 (January 2018): 225–29. http://dx.doi.org/10.4028/www.scientific.net/ddf.382.225.

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The present study is performed for investigation of the correlation between UPV value and strength of rubber-concrete. Compressive and splitting tensile strengths of concrete containing waste tire-rubber particles by four different volume contents were investigated using ultrasonic pulse velocity (UPV) test and direct destructive tests. Test results showed that ultrasonic pulse velocity test can be successfully estimated to the strength of rubber-concrete as used in normal concrete.

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Ongpeng, Jason Maximino Co. "ULTRASONIC PULSE VELOCITY TEST OF REINFORCED CONCRETE WITH INDUCED CORROSION." ASEAN Engineering Journal 7, no. 2 (2017): 9–17. http://dx.doi.org/10.11113/aej.v7.15490.

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Non-destructive test has been applied to measure damage in structures. Common structures are assessed with the use of practical and easy application of ultrasonic pulse velocity (UPV). In this paper, the damage brought by corrosion was investigated using Proceq Punditlab having 54 kHz transducers oriented in direct transmission under the UPV. Fifty-four reinforced concrete of size 150 mm x 250 mm x 300 mm with two 10mm diameter reinforcing bars (Grade 40) and one 6mm diameter stainless steel bar (Type 304) was cast and tested. It had varying water cement ratio of 45%, 50%, and 55%with two cond

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Azhar Darujati, Sartika Nisumanti, and Ghina Amalia. "ANALISIS KUAT TEKAN DAN ULTRASONIC PULSE VELOCITY (UPV TEST) PADA MUTU BETON K 350 MENGGUNAKAN BETON SISA PENGUJIAN SEBAGAI SUBSTITUSI AGREGAT KASAR." PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 12, no. 1 (2023): 30–35. http://dx.doi.org/10.22225/pd.12.1.5890.30-35.

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Salah satu upaya untuk mengurangi eksploitasi batuan alam sebagai bahan penyusun beton adalah memanfaatkan beton sisa pengujian. Beton sisa pengujian yang digunakan adalah beton sisa atau limbah dari hasil pengujian laboratorium sebagai pengganti agregat kasar dalam pembuatan beton baru. Tujuan penelitian ini adalah untuk mengetahui pengaruh dari penggunaan beton sisa pengujian sebagai substitusi agregat kasar dalam campuran beton terhadap nilai kuat tekan dan kepadatan melalui uji ultrasonic pulse velocity (UPV). Metode penelitian yang digunakan pada penelitian ini adalah metode eksperimental

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Vajanam, Kanchan D., and M. V. Waghmare. "Ultrasonic Pulse Velocity Test on Hybrid Fiber Reinforced Concrete." SAMRIDDHI : A Journal of Physical Sciences, Engineering and Technology 14, Spl-2 issu (2022): 229–34. http://dx.doi.org/10.18090/samriddhi.v14spli02.5.

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Concrete is a material of high importance in infrastructure and development projects. Concrete is characterized as a brittle material. In order to minimise the brittle failure, it is beneficial to add the fibers to the concrete mix without compromising the quality of concrete. The length of polypropylene fibers (PPF) and steel fiber (SF) used in concrete mixtures are 50mmand 35mmrespectively. The aimof this paper is to learn the quality of concrete and dynamic modulus of elasticity by using Ultrasonic Pulse Velocity (UPV). The percentages of polypropylene fiber are 0%, 0.3%, 0.6%, 0.7%, 1% and

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Darmono, Darmono, Maris Setyo Nugroho, Slamet Widodo, and Faqih Ma’arif. "ANALISIS PENURUNAN KUALITAS MUTU KAYU PADA BANGUNAN CAGAR BUDAYA DENGAN METODE NON DESTRUCTIVE TEST (Studi Kasus Bangunan Cagar Budaya Masjid Gedhe Mataram Daerah Istimewa Yogyakarta)." INERSIA: lNformasi dan Ekspose hasil Riset teknik SIpil dan Arsitektur 16, no. 2 (2020): 191–99. http://dx.doi.org/10.21831/inersia.v16i2.36905.

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ABSTRAKPenelitian bertujuan untuk mengetahui mechanical properties material kayu Bangunan Cagar Budaya dengan non-destructive test. Penelitian ini menggunakan metode pengujian lansung dilapang menggunakan Ultrasonic Pulse Velocity (UPV). Terdapat dua variable yang digunakan yaitu kolom cacat dan kolom utuh untuk mengetahui perbedaan nilai cepat rambat gelombang. Jumlah sampel yang digunakan sebanyak enam buah dengan pengambilan data masing-masing sampel sebanyak lima kali. Hasil pengujian menunjukkan bahwa nilai kadar air dan berat jenis kayu sebesar 15,03% dan 0,62. Sedangkan hasil pengujian

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GODINHO, J. P., T. F. DE SOUZA JÚNIOR, M. H. F. MEDEIROS, and M. S. A. SILVA. "Factors influencing ultrasonic pulse velocity in concrete." Revista IBRACON de Estruturas e Materiais 13, no. 2 (2020): 222–47. http://dx.doi.org/10.1590/s1983-41952020000200004.

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Abstract The hydration process of Portland cement triggers reactions of stabilization of minerals from the contact of the clinker with water, which is the Hydrated Calcium Silicate (C-S-H), the Etringite (3CaO.Al2O3.3CaSO4.32H2O) and the Portlandite (Ca(OH)2). In order to understand the effects of the evolution of hydration in cement, it is possible to apply non-destructive tests. In this context, the objective of this work is to evaluate the influence of the type of cement, the curing age, of the format and humidity of the test specimens of concrete in the ultrasonic pulse velocity (UPV). In

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Lizarazo Marriaga, Juan Manuel, and José Gabriel Gómez Cortés. "Developing an artificial neural network model for predicting concrete’s compression strength and electrical resistivity." Ingeniería e Investigación 27, no. 1 (2007): 11–18. http://dx.doi.org/10.15446/ing.investig.v27n1.14771.

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The present study was conducted for predicting the compressive strength of concrete based on unit weight ultrasonic and pulse velocity (UPV) for 41 different concrete mixtures. This research emerged from the need for a rapid test for predicting concrete’s compressive strength. The research was also conducted for predicting concrete’s electrical resistivity based on unit weight ultrasonic, pulse velocity (UPV) and compressive strength with the same mixes. The prediction was made using simple regression analysis and artificial neural networks. The results revealed that artificial neural networks

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Hassiba, Belaribi, Mellas Mekki, and Rahmani Fraid. "The relationship between the compressive strength and ultrasonic pulse velocity concrete with fibers exposed to high temperatures." International Journal of Energetica 3, no. 1 (2018): 31. http://dx.doi.org/10.47238/ijeca.v3i1.63.

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The paper analyses the effects of high temperatures on the concrete residual strength using ultrasonic velocity (UPV). An experimental investigation was conducted to study the relationship between UPV residual data and compressive strength of concrete with different mixture proportions, cubic specimens with water-cement ratio of 0.35. They were heated in an electric furnace at temperatures ranging from 200°C to 600°C. In this experiment a comparison was made between the four groups which include two types of ﬁbers steel 0,19%, 0,25% and 0,5%, polypropylene: 0,05%, 0,11% 0,16 % by volume. Cube

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Al-Zuhairi, Ala’a Hussein Alwan. "Estimation of Flexural Strength of Plain Concrete from Ultrasonic Pulse Velocity." Journal of Engineering 19, no. 2 (2023): 197–206. http://dx.doi.org/10.31026/j.eng.2013.02.03.

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The aim of this study is to propose mathematical expressions for estimation of the flexural strength of plain concrete members from ultrasonic pulse velocity (UPV) measurements. More than two hundredpieces of precast concrete kerb units were subjected to a scheduled test program. The tests were divided into two categories; non-destructive ultrasonic and bending or rupture tests. For each precast unit, direct and indirect (surface) ultrasonic pulses were subjected to the concrete media to measure their travel velocities. The results of the tests were mointered in two graphs so that two mathemat

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13

Presa, Leticia, Jorge L. Costafreda, and Domingo Alfonso Martín. "Correlation between Uniaxial Compression Test and Ultrasonic Pulse Rate in Cement with Different Pozzolanic Additions." Applied Sciences 11, no. 9 (2021): 3747. http://dx.doi.org/10.3390/app11093747.

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This work aims to study the relationship between the compression resistance and velocity from ultrasonic pulses in samples of mortars with 25% of pozzolanic content. Pozzolanic cement is a low-priced sustainable material that can reduce costs and CO2 emissions that are produced in the manufacturing of cement from the calcination of calcium carbonate. Using ultrasonic pulse velocity (UPV) to estimate the compressive resistance of mortars with pozzolanic content reduces costs when evaluating the quality of structures built with this material since it is not required to perform an unconfined comp

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14

Dermawan, A. S., S. M. Dewi, Wisnumurti, and A. Wibowo. "Development of Concrete Damage Classification in Beam-Column Joint based on Ultrasonic Pulse Velocity." IOP Conference Series: Materials Science and Engineering 1212, no. 1 (2022): 012030. http://dx.doi.org/10.1088/1757-899x/1212/1/012030.

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Abstract The concreted conditions assessment of the systems is an essential aspect of security assessment programs. In situ measurements of Ultrasonic Pulse Velocity (UPV) may be indicative of the level of damage in the original concrete. UPV influenced by the specific characteristics of the mixture. In situ UPV measurements can be indicative of the level of damage in the original concrete. The research purpose is the damage classification, UPV test interpretation (strength, density, elasticity modulus, Concrete Quality Designation (CQD)), and determines the level of structural damage visually

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15

Zhang, Jiaheng. "Research on the application of ultrasonic pulse velocity method in fire-damaged concrete." Applied and Computational Engineering 23, no. 1 (2023): 141–45. http://dx.doi.org/10.54254/2755-2721/23/20230643.

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The number of fires that break out in buildings accounts for most of all fires worldwide. People are very concerned about the damage to the concrete structure after the fire because the safety of the fire-damaged concrete structure needs to be assessed. The Ultrasonic Pulse Velocity Method is most frequently employed in the non-destructive evaluation of fire-damaged concrete. The UPV method has been widely used in the concrete industry for over fifty years. It is an essential non-destructive technique because it uses relatively inexpensive equipment and can provide reliable results quickly. Th

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Piyush, Nitin Dhiman, Bishan Kumar, Sanjay Yadav, and P. K. Dubey. "Measurement of ultrasonic pulse velocity with improved accuracy using automatic threshold error correction." Review of Scientific Instruments 94, no. 4 (2023): 045101. http://dx.doi.org/10.1063/5.0142739.

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Ultrasonic Pulse Velocity (UPV) measurement is extensively used to monitor the strength and health of concrete structures as per American Society for Testing and Materials C 597 – 09. The commercially available UPV measurement systems work on the basis of single threshold detection of the received signal. Therefore, measurement accuracy is affected due to threshold error. The effect is sensitive to the signal amplitude reaching the threshold comparator and, hence, receiver gain. It is observed that a UPV tester operating at 50 kHz to test concrete might generate an error of up to 10% in the ul

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17

Vasanelli, Emilia, Davide Di Gennaro, Matteo Sticchi, Gianni Blasi, and Luigi Capozzoli. "Comparison of Pulse-Echo Tomography and Through-Transmission Ultrasonic Test for UPV Characterization of Building Materials." Infrastructures 10, no. 7 (2025): 162. https://doi.org/10.3390/infrastructures10070162.

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Ultrasonic pulse velocity (UPV) is a widely used technique for diagnosis and structural safety assessment of existing buildings. The main difficulties in UPV tests on-site are due to one-sided accessibility of materials and degraded/irregular surfaces. Pulse-echo ultrasonic tomography (PE-UT) can overcome the problem. Though it has been widely applied for detecting inhomogeneities within concrete, few works use the instrument to assess UPV. The present paper aims to fill the gap by comparing PE-UT results with those of through-transmission ultrasonic tests (TT-UT) commonly used for UPV charact

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Darmono, Darmono, Maris Setyo Nugroho, and Rama Aji Pupus Pamungkas. "Comparation Study of Wood Quality Influenced by Water Content with Ultrasonic Pulse Velocity Test Approach." INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur 19, no. 1 (2023): 23–36. http://dx.doi.org/10.21831/inersia.v19i1.60759.

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In general, the building evaluation requires a sample from the building being tested. However, this cannot be done in cultural heritage buildings such as Masjid Gedhe Mataram. Because of that reason, an Ultrasonic Pulse Velocity test (UPV) is applied. This test aims to determine the strength of the wood quality due to the influence of its water content using the ultrasonic pulse velocity direct method. In the UPV test, the results are in the form of wave propagation which is influenced by several factors such as the type and the water content of the wood. There were 3 types of tested wood, 9 s

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Herlambang, Fajar Surya, and Evin Yudhi Setyono. "COMPARISON OF ULTRASONIC PULSE VELOCITY TEST RESULTS WITH AND WITHOUT USING TRANSDUCER STABILIZER." Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil 25, no. 1 (2020): 12. http://dx.doi.org/10.32497/wahanats.v25i1.1914.

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Some research on the Ultrasonic Pulse Velocity (UPV) test has not covered much about the problems encountered during the data collection process. Based on experience using UPV test equipment, it is known that instability occurs in reading the test results. This is caused by the inability of the operator, in maintaining the stability of the transducer both in its position and pressure, especially in the measurement with the overhead position. Therefore, in this study a tool was made to make the transducer stable in the test position. Comparison of measurement results shows that, the uncertainty

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20

Purwanto, Amanda, and Abdul Ro’uf. "Sistem Pengukuran Modulus Elastisitas Beton Menggunakan Metode Ultrasonic Pulse Velocity." IJEIS (Indonesian Journal of Electronics and Instrumentation Systems) 8, no. 1 (2018): 25. http://dx.doi.org/10.22146/ijeis.30978.

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Modulus of elasticity of concrete usually measured by Destructive Testing which is not considered as an effective way, because It will destroy the concrete. Ultrasonic Pulse Velocity can be a solution to measure value of modulus of elasticity without destructing it. The concept of the system is to look for velocity of wave, then put the value into modulus elasticity formula.UPV system will transmit ultrasonic wave through concrete. HC-SR04 used for generating 40 kHz wave, increasing voltage of wave on receiver, and calculating time travel. The voltage of wave sent by HC-SR04 is only about 10 v

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Almeida Del Savio, Alexandre Almeida Del, Darwin La Torre La Torre Esquivel, Julian Carrillo, and Emilio Chi Chi Yep. "Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests." Applied Sciences 12, no. 20 (2022): 10375. http://dx.doi.org/10.3390/app122010375.

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Compressive strength and elasticity modulus are the main mechanical properties of concrete. The non-destructive ultrasound pulse test can be used to determine these properties without compromising the structure’s integrity. This study seeks to assess whether a correlation exists (1) between the Reinforcement Index (RI) and the mechanical properties, (2) between the RI and the dynamic properties, and (3) among the dynamic properties of polypropylene fiber-reinforced concrete. The RI was modified through fiber volume fraction (0-, 0.4-, 0.8- and 1.2%) and fiber length (40, 50 and 60 mm). The dyn

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22

Azam, Rizwan, Muhammad Rizwan Riaz, Ehtasham Ul Haq, Ayman Shihata, and Mohamed Zawam. "Development of Quality Assessment Criteria for Burnt Clay Bricks of Different Ages Based on Ultrasonic Pulse Velocity Test." Buildings 12, no. 8 (2022): 1069. http://dx.doi.org/10.3390/buildings12081069.

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Burnt clay bricks are widely used as a construction material in Pakistan, and their testing for quality confirmation is frequently needed for new and old bricks used in existing structures. The destructive testing methods are time-consuming and not always feasible for testing the bricks used in existing structures. The current study investigated the feasibility of using the ultrasonic pulse velocity (UPV) test as a non-destructive technique to assess the quality of both new and old bricks in masonry structures. A relationship was developed after performing the UPV test followed by a compressio

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Kencanawati, Ni Nyoman, Akmaluddin, Buan Anshari, Ahmad Gazi Paedullah, and Mitsuhiro Shigeishi. "The study of ultrasonic pulse velocity on plain and reinforced damaged concrete." MATEC Web of Conferences 195 (2018): 02026. http://dx.doi.org/10.1051/matecconf/201819502026.

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An ultrasonic pulse velocity (UPV) test is often applied to determine the quality of concrete structures. It is well known that there are several factors which can influence the reading of ultrasonic velocity in concrete. One of the factors is the presence of steel reinforcement. Therefore, this paper is intended to evaluate the ultrasonic pulse velocity propagation either in plain or reinforced damaged concrete. A study on sound concrete is also provided as a comparison. Three mixes of concrete were provided, with 25 MPa, 35 MPa, and 45 MPa target compressive strengths. The specimens were 200

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ADAMATTI, D. S., A. LORENZI, J. A. CHIES, and L. C. P. SILVA FILHO. "Analysis of reinforced concrete structures through the ultrasonic pulse velocity: technological parameters involved." Revista IBRACON de Estruturas e Materiais 10, no. 2 (2017): 358–85. http://dx.doi.org/10.1590/s1983-41952017000200006.

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Abstract The application of Nondestructive Testing methods (NDT) may be an interesting strategy to monitor the condition state of reinforced concrete structures, especially when there are problems related to mixing, conveying or placing the concrete. Among the NDT methods, the Ultrasonic Pulse Velocity (UPV) has been one of the most used in various fields of civil engineering, due to the ease of operation, low cost, test velocity and low level of damage to the surface analyzed. This work aims to study the influence of certain technological variables in the results obtained through UPV tests. W

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Szymanowski, Jacek, and Łukasz Sadowski. "Ultrasonic Pulse Velocity Evaluation of the Pull-Off Adhesion between Epoxy Resin and Concrete Substrate." Key Engineering Materials 728 (January 2017): 390–95. http://dx.doi.org/10.4028/www.scientific.net/kem.728.390.

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Adhesion assessment between epoxy resin and concrete substrate is described in the article. Two-layered cylindrical elements were obtained from the borehole in the object created for the purpose of the test. Adhesion analysis has been performed for two groups of elements of different composition. The ultrasonic pulse velocity (UPV) method with two-sided access was used to assess the adhesion. Pull-off adhesion fb compared with the ultrasonic wave velocity V has been determined. Relationships between the ultrasonic wave velocity V and pull-off adhesion fb, obtained with the semi-destructive pul

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Tan, Xiaoshu, Chunli Wu, Liding Li, et al. "Sensitivity and Reliability Analysis of Ultrasonic Pulse Parameters in Evaluating the Laboratory Properties of Asphalt Mixtures." Materials 16, no. 21 (2023): 6852. http://dx.doi.org/10.3390/ma16216852.

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The ultrasonic test is a promising non-destructive testing technique for evaluating the properties of asphalt mixtures. To investigate the applicability and reliability of ultrasonic testing technology (UTT) in evaluating the performance of asphalt mixtures, ultrasonic tests, indirect tensile tests, compression tests, and dynamic modulus tests were carried out at various temperatures. Subsequently, the distribution characteristics of ultrasonic traveling parameters for asphalt mixtures were analyzed. The variation of ultrasonic pulse velocity and amplitude in dry and wet states with temperatur

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Benosman, Ahmed Soufiane, Abdelhak Badache, Omar Safer, et al. "Correlation between destructive and non-destructive evaluation to study of plastic waste aggregate mortar: a case study of mechanical proprieties." STUDIES IN ENGINEERING AND EXACT SCIENCES 5, no. 2 (2024): e5790. http://dx.doi.org/10.54021/seesv5n2-028.

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Non-destructive evaluation using ultrasonic pulse velocity (UPV) testing has extensive applications in the cement materials industry. Ultrasonic pulse velocity (UPV) test is accepted as alternative to destructive testing to determine the compressive strength, dynamic modulus of elasticity, and Poisson’s ratio, which are needed for structural design. In modern construction technology, the use of Plastic waste (PW) as a partial replacement to natural aggregates in a mortar mix is growing in popularity primarily because it reduces the initial capital cost of raw materials and the associated conse

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Dody Kusmana, Dody Kusmana. "Use Of Ultrasonic Pulse Velocity For Engineering Study Of Building Structure." Jurnal TESLINK : Teknik Sipil dan Lingkungan 3, no. 1 (2021): 1–9. http://dx.doi.org/10.52005/teslink.v2i1.74.

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ABSTRACT  In accordance with the request, we have conducted field testing activities in the form of Ultrasonic pulse velocity (UPV) testing, on the building structure of the Pasar Kosambi building located in Bandung. The contents in this report are made in accordance with the standards and requirements applicable in Indonesia, and are professionally responsible for the results of consulting services provided in accordance with the provisions and the applicable professional code of conduct. This inspection and testing activity aims to ensure the Kosambi Market Building is in good co

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Zebari, Ziwar. "Using Ultrasonic Pulse Velocity Test to Assess the Effect of Water-Cement Ratio on the Compressive Strength of Concrete." Journal of Engineering 25, no. 5 (2019): 79–86. http://dx.doi.org/10.31026/j.eng.2019.05.06.

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This study aims to find the effect of water-cement ratio on the compressive strength of concrete by using ultrasonic pulse velocity test (UPVT). Over 230 standard cube specimens were used in this study, with dimensions of 150mm, and concrete cubes were cured in water at 20 °C. Also, the specimens used in the study were made of concrete with varied water-cement ratio contents from 0.48 to 0.59. The specimens were taken from Diyarbakir-Turkey concrete centers and tested at the structure and material science lab, civil engineering, faculty of engineering from Dicle University. The UPV measurement

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Karimaei, Mahmood, Farshad Dabbaghi, Mehdi Dehestani, and Maria Rashidi. "Estimating Compressive Strength of Concrete Containing Untreated Coal Waste Aggregates Using Ultrasonic Pulse Velocity." Materials 14, no. 3 (2021): 647. http://dx.doi.org/10.3390/ma14030647.

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In recent years, the overuse and exploitation of coal resources as fuel in industry has caused many environmental problems as well as changes in the ecosystem. One way to address this issue is to recycle these materials as an alternative to aggregates in concrete. Recently, non-destructive tests have also been considered by the researchers in this field. As there is limited work on the evaluation of the compressive strength of concrete containing coal waste using non-destructive tests, the current study aims to estimate the compressive strength of concrete containing untreated coal waste aggre

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Najm, Hadee Mohammed, Ominda Nanayakkara, and Mohanad Muayad Sabri Sabri. "Destructive and Non-Destructive Evaluation of Fibre-Reinforced Concrete: A Comprehensive Study of Mechanical Properties." Materials 15, no. 13 (2022): 4432. http://dx.doi.org/10.3390/ma15134432.

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Ultrasonic pulse velocity (UPV) and rebound hammer tests are accepted as alternatives to destructive testing to determine the compressive strength, dynamic modulus of elasticity, and Poisson’s ratio, which are needed for structural design. Although much work has been conducted for plain concrete, the research data for fibre-reinforced concrete (FRC) is insufficient. In this regard, this study explains the correlations between compressive strength, rebound hammer, and UPV tests for plain concrete and FRC contains 0.25%, 0.50%, and 1.00% of 30 mm and 50 mm long steel fibres. A total of 78 concre

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Budi Nugroho, Tumingan, and Ernawati. "Evaluasi Kuat Tekan Beton Menggunakan Hammer Test Dan Ultrasonic Pulse Velocity (Upv) Pada Jembatan Kuala Samboja." JURNAL INERSIA 14, no. 1 (2023): 16–22. http://dx.doi.org/10.46964/inersia.v14i1.361.

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Jembatan Kuala Samboja merupakan sebuah jembatan tipe rangka baja dengan bentang 60 meter yang terletak pada Jalan Poros Balikpapan – Handil II kelurahan Kuala Samboja, Kalimantan Timur. Akibat kondisi lalu lintas dan beban kendaraan yang melintas semakin lama semakin meningkat di sekitar jembatan Kuala Samboja, maka di perlukan evaluasi untuk mengetahui mutu beton yang terpasang saat ini terhadap standar spesifikasi jembatan beton dengan asumsi mutu beton 250 Kg/cm2. Pengujian ini menggunakan metode yang bersifat non destructive dengan alat Hammer Test dan Ultrasonic Pulse Velocity Test. Deng

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Liu, Dunwen, Chun Gong, Yu Tang, Yinghua Jian, Kunpeng Cao, and Haofei Chen. "Evaluation of Corrosion Damage in Sulfate-Attacked Concrete by CT, Ultrasonic Pulse Velocity Testing and AHP Methods." Sensors 22, no. 8 (2022): 3037. http://dx.doi.org/10.3390/s22083037.

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Coarse aggregate in concrete is basically free from sulfate corrosion. If the influence of the coarse aggregate in the concrete is not eliminated, the change amount of the concrete ultrasonic pulse velocity value is directly used to evaluate the damage degree of sulfate corrosion in the concrete, and the results are often inaccurate. This paper presents an evaluation method of corrosion damage for the sulfate-attacked concrete by CT, ultrasonic velocity testing and AHP methods. CT was used to extract the coarse aggregate information in the specimen, and the proportion of coarse aggregate on th

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Wang, Yu Ren, Loan T. Q. Ngo, Yi Fan Shih, Yen Ling Lu, and Yi Ming Chen. "Adapting ANNs in SONREB Test to Estimate Concrete Compressive Strength." Key Engineering Materials 792 (December 2018): 166–69. http://dx.doi.org/10.4028/www.scientific.net/kem.792.166.

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SONREB method is a non-destructive testing (NDT) method for estimating the concrete compressive strength. It is conducted by combining two popular NDT methods: ultrasonic pulse velocity (UPV) test and rebound hammer (RH) test. Several researches have been attempted to find the correlation of the different testing method data with actual compressive strength. This research proposes a new Artificial Intelligence based approach, Artificial Neural Networks (ANNs), to estimate the concrete compressive strength using the UPV and RH test data. Data from a total of 315 cylinder concrete samples are co

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Setyono, Evin Yudhi. "Ultrasonic Pulse Velocity Test Using BS Method And T-Method to Estimate Crack Depth of Concrete." LOGIC : Jurnal Rancang Bangun dan Teknologi 23, no. 3 (2023): 164–68. http://dx.doi.org/10.31940/logic.v23i3.164-168.

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Ultrasonic Pulse Velocity (UPV) as a non-destructive test is commonly used on concrete crack estimation. There are several methods are applied based on the transducer configuration. Among the methods, BS (British Standard) method and T method was used in this study. On this method, transmitter was fixed at certain distance from crack and receiver was moved at several constant intervals, then crack depth was analyze from the relation between the transducer distance and the transit time curve. This research is conducted to study the accuracy of BS method and T-method in estimating the crack dept

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Widodo, Slamet, Faqih Ma'arif, Maris Setyo Nugroho, and Hidayat Mahardika. "Correlation of Ultrasonic Pulse Velocity with Porosity and Compressive Strength of Mortar with Limestone for Building Quality Assessment." UKaRsT 6, no. 2 (2022): 190. http://dx.doi.org/10.30737/ukarst.v6i2.3508.

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Mortar is used for bonding bricks, filling gaps in masonry, and as a plaster for strengthening and smoothing wall surfaces in finishing works. Poor quality of mortar can cause cracks in the walls which are identified after the building is completed. Assessment of a building is essential to determine its quality. Non-destructive testing is widely chosen because it will not directly affect the physical building condition. However, there still needs to achieve a good fit equation that can be used to estimate mortar quality using non-destructive testing. This research aimed to propose a formula to

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Prashant, Awachat, Dakre Vinayak, Charkha Pranav, and Reddy Vundela Siva. "Performance Evaluation of Uncertainty in Measurement for Dynamic Young's Modules of Elasticity." Indian Journal of Science and Technology 16, no. 25 (2023): 1833–42. https://doi.org/10.17485/IJST/v16i25.1016.

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Abstract <strong>Background:</strong> In construction field, to check the quality of the developed concrete, material testing methods plays a very vital role. As the testing gives measurements therefore maintaining the accuracy and precision of measurement is very essential for producing higher quality concrete. But always uncertainties in measurement is inevitable in every measurement. <strong>Methods:</strong> The effects of qualitative factors which contributes in uncertainty are considered largely in case of measuring instrument but very less attention is given on impact of

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Lorenzi, A., L. Fonseca Caetano, J. L. Campagnolo, and L. C. Pinto da Silva Filho. "Analyzing two different data processing strategies for monitoring concrete structures using ultrasonic pulse velocity." Revista ALCONPAT 2, no. 3 (2012): 182–94. http://dx.doi.org/10.21041/ra.v2i3.37.

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RESUMENO crescente aumento dos sintomas de deterioração precoce em estruturas de concreto serve de argumento para o desenvolvimento e validação de técnicas de monitoramento do estado de conservação das mesmas. Além disto, fornecerem dados para estimar a vida útil das estruturas. A utilização de Ensaios Não Destrutivos permite a prevenção e o controle da deterioração de estruturas de concreto, sem danificar o material. O ensaio de Velocidade de Propagação do Pulso Ultrassônico (VPU) é uma forma bastante eficaz para realizar o controle de qualidade. Utilizando os resultados do ensaio de VPU é po

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Tumingan, Tumingan, Salma Alwi, and Fendi Ilham H. "KAPASITAS NILAI KUAT TEKAN BETON DENGAN HAMMER TEST DAN ULTRASONIC PULSE VELOCITY (UPV) JEMBATAN LOA HAUR." Sebatik 26, no. 2 (2022): 582–92. http://dx.doi.org/10.46984/sebatik.v26i2.2026.

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Jembatan Loa Haur merupakan sebuah jembatan tipe rangka baja dengan bentang 60 meter dibangun pada tahun 1992 yang terletak pada Jalan Poros Samarinda – Tenggarong, Desa Bakungan, Kecamatan Loa Janan Kutai Kartanegara Kalimantan Timur. Akibat kondisi lalu lintas dan beban kendaraan yang melintas semakin meningkat di jembatan Loa Haur, untuk keamanan dan kenyamanan pengguna, di perlukan evaluasi struktur jembatannya. Salah satu bagian struktur yang akan dievaluasi pada penelitian ini yakni mutu beton yang terpasang saat ini terhadap standar spesifikasi Bina Marga khususnya sisa kekuatan tekan b

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Ryu, Gum-Sung, Sung Choi, Kyung-Taek Koh, Gi-Hong Ahn, Hyeong-Yeol Kim, and Young-Jun You. "A Study on Initial Setting and Modulus of Elasticity of AAM Mortar Mixed with CSA Expansive Additive Using Ultrasonic Pulse Velocity." Materials 13, no. 19 (2020): 4432. http://dx.doi.org/10.3390/ma13194432.

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This study investigated the hardening process of alkali-activated material (AAM) mortar using calcium sulfoalumiante (CSA) expansive additive (CSA EA), which accelerates the initial reactivity of AAMs, and subsequent changes in ultrasonic pulse velocity (UPV). After the AAM mortar was mixed with three different contents of CSA EA, the setting and modulus of elasticity of the mortar at one day of age, which represent curing steps, were measured. In addition, UPV was used to analyze each curing step. The initial and final setting times of the AAM mortar could be predicted by analyzing the UPV re

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Bouabdallah, Moulaï Abdellah, Mohamed Mouli, and Mohammed Benmammar. "Impact of Admixtures on Segregation in Self-compacting concrete: A Comparative Study Between Standardized and Ultrasonic Pulse Velocity (UPV) Methods." Journal of Engineering and Exact Sciences 10, no. 6 (2024): 19683. http://dx.doi.org/10.18540/jcecvl10iss6pp19683.

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Mastering the rheology of self-compacting concrete (SCC) remains a major challenge for researchers. One of the main obstacles is segregation, an undesirable phenomenon where aggregates separate from the matrix, thus compromising the quality and homogeneity of the material. This study aims to use the ultrasonic pulse velocity (UPV) measurement technique to evaluate the variation in the degree of static segregation in self-compacting concretes. To do so, column-type molds of different sizes were fabricated. The first was designed in accordance with the recommendations of standard V1, while the o

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Nugroho, Maris Setyo, Faqih Ma'arif, Slamet Widodo, et al. "The Effect of Mortar Mixture Variations on the Compressive Strength and Ultrasonic Pulse Velocity." INERSIA lnformasi dan Ekspose Hasil Riset Teknik Sipil dan Arsitektur 18, no. 2 (2022): 225–34. http://dx.doi.org/10.21831/inersia.v18i2.55256.

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This paper examines the correlation between compressive strength, porosity, and ultrasonic wave propagation in mortar. The research was conducted at the Yogyakarta State University Building Materials Laboratory. The study used an experimental method, mortar was made with variations in the ratio of cement and fine aggregate 1:3, 1:4, 1:5, 1:6, and 1:7 with a phase of 0.48. The manufacture of test objects in the form of a cube measuring 5x5x5 cm refers to SNI 03-6825-2002. Tests were carried out at the age of 3, 7, 14, 21, and 28 days with three samples per test age. The data was processed by qu

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Ahmed, Nawfal Shihab, and Asmaa Ali Ahmed. "Predicting the Strength of Submerged and Saturated Concrete Structures using Non-Destructive Ultrasonic Pulse Velocity Testing." Engineering, Technology & Applied Science Research 15, no. 3 (2025): 23840–45. https://doi.org/10.48084/etasr.11219.

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Concrete has long been a fundamental material in the construction of diverse structural forms due to its high strength and adaptability. As a result, ensuring concrete quality and continuous monitoring of structural health has become a critical concern for engineers and structure owners aiming to extend service life. Accurate structural assessment requires precise evaluation of mechanical properties, particularly compressive strength. Among the available techniques, Non-Destructive Testing (NDT) offers a means to assess these properties without inflicting damage on the structure. One widely ad

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Toubal Seghir, Nadhir, Oussama Benaimeche, Kamil Krzywiński, and Łukasz Sadowski. "Ultrasonic Evaluation of Cement-Based Building Materials Modified Using Marble Powder Sourced from Industrial Wastes." Buildings 10, no. 3 (2020): 38. http://dx.doi.org/10.3390/buildings10030038.

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This paper presents an experimental study on the assessment of the cement-based materials properties made with marble powder (MP) at different replacement ratios (0%, 5%, 10%, and 15%) of cement by using the ultrasonic pulse velocity (UPV) test. The used MP has a Blaine fineness similar to that of Portland cement. The physical and the chemical characteristics of Portland cement and MP were determined. To determine the UPV values, cubic specimens (50 × 50 × 50 mm3) of cement paste and mortar were prepared and cured either in air at a temperature equal to 22 ± 2 °C and relative humidity equal to

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Hamiruddin, N. A., R. Abd Razak, K. Muhamad, M. Z. A. Mohd Zahid, and C. N. S. Che Ab Aziz. "The Effect of Different Sand Gradation with Ultra High Performance Concrete (UHPC)." Solid State Phenomena 280 (August 2018): 476–80. http://dx.doi.org/10.4028/www.scientific.net/ssp.280.476.

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Advances in concrete material research has introduced to development the new class of concrete which is known as Ultra High Performance Concrete (UHPC). Due to the most exceedingly awful on nature coarse aggregate quality, UHPC was delivered to success in concrete. This study investigated the effect of differentsand gradation (63-300μm, 300-600μm, 600-1180μm, and normal sand) on compressive strength and ultrasonic pulse velocity (UPV) of UHPC. The rheology of UHPC mixtures was determined by flow test conducted according to ASTM C1611 and the compression testwas performed to measure concrete co

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Vasanelli, Emilia, Maria Sileo, Giovanni Leucci, Angela Calia, Maria Antonietta Aiello, and Francesco Micelli. "Mechanical Characterization of Building Stones through DT and NDT Tests: Research of Correlations for the In Situ Analysis of Ancient Masonry." Key Engineering Materials 628 (August 2014): 85–89. http://dx.doi.org/10.4028/www.scientific.net/kem.628.85.

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In this paper, the use of ultrasonic pulse velocity (UPV) testing as a reliable technique to determine the compressive strength of a calcarenitic stone typical of Salento (South of Italy), known as Lecce Stone (LS) has been investigated. The scope of the experimental research is to establish correlations between the results obtained by non-destructive and destructive tests, in order to reduce the use of destructive methods within the diagnostic procedures for the mechanical analysis and qualification of ancient masonries. Furthermore, the presence of water as a variable affecting the test was

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Ernawan, Eristra, Jessica Sjah, Nuraziz Handika, Sotya Astutiningsih, and Eric Vincens. "Mechanical Properties of Concrete Containing Ferronickel Slag as Fine Aggregate Substitute Using Digital Image Correlation Analysis." Buildings 13, no. 6 (2023): 1463. http://dx.doi.org/10.3390/buildings13061463.

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This study aimed to analyze the mechanical, displacement, and strain properties of concrete with Ferronickel Slag (FNS) fine aggregate substitute (0%, 50%, and 100%, by mass, later called FNS-0, FNS-50, and FNS-100, respectively) experimentally using the Digital Image Correlation (DIC) method and the Ultrasonic Pulse Velocity (UPV) test. The FNS used in this study is a by-product that came from a Ferronickel smelter in Indonesia coupled with manufactured sand (M-sand) as the fine aggregate control. A D10 × 20 cm3 cylinder and 15 × 15 × 15 cm3 cube specimens were used to analyze the density, co

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Citra, Zel, Paksi Dwiyanto Wibowo, Yosie Malinda, Anom Wibisono, Risma Apdeni, and Herol Herol. "Testing of Concrete Structures with Non-Destructive Test Method (NDT) Using Ultrasonic Pulse Velocity (UPV) at the Building on the Ancol Beach." CIVED 11, no. 1 (2024): 217–25. http://dx.doi.org/10.24036/cived.v11i1.530.

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The UPV test procedure with the PUNDIT device is set based on the concept of the wave flow speed passing through a solid object bound to the elastic properties of a tangible medium. When used properly and correctly, this tool will provide a lot of information about the condition of the surface or the inside of the concrete. Classification for pulse velocity results according to the speed criteria of concrete quality presented in BS 1881: Section 203:1986 as follows: 4500 m/s = excellent concrete condition, 3400 – 4500 m/s = good concrete conditions, 3000-3500 m/s = medium concrete situation, &

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Kim, Taehyung, Wonchang Kim, Hyeonggil Choi, and Taegyu Lee. "Evaluation of Residual Mechanical Properties of Non-sintered Hwangto Concrete Exposed to High Temperatures Using Ultrasonic Pulse Velocity Method." Fire Science and Engineering 38, no. 3 (2024): 46–51. http://dx.doi.org/10.7731/kifse.ad49e9cd.

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In this study, the ultrasonic pulse velocity (UPV) method was used to evaluate the residual mechanical properties of non-sintered Hwangto concrete exposed to high temperatures. The effect of the replacement ratio of non-sintered Hwangto concrete (0 15, and 30%) on the residual mechanical properties was evaluated, with compressive strength and UPV set as the evaluation parameters. The experimental results showed that the residual mechanical properties of the specimens exhibited similar trends with increasing temperature, regardless of the non-sintered Hwangto concrete replacement percentage. Re

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Huynh, Trong Phuoc, Si Huy Ngo, and Chao Lung Hwang. "Fresh and Hardened Properties of Concrete Produced with Different Particle Sizes of Coarse Aggregate." Advanced Materials Research 1147 (May 2018): 18–23. http://dx.doi.org/10.4028/www.scientific.net/amr.1147.18.

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This paper investigates both fresh and hardened properties of concrete produced with different particle sizes of coarse aggregate (CA). The CAs with the maximum sizes (Dmax) of 25 mm, 19 mm, 15 mm, 12.5 mm, and 9.5 mm were used to produce concrete samples with a water-to-binder ratio of 0.4. The workability, fresh unit weight, compressive strength, and ultrasonic pulse velocity (UPV) of the concrete were tested. Additionally, some concrete samples were fully immersed in 5% sodium sulfate solution in order to assess the performance of the concrete under sulfate attack condition. The experimenta

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