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Journal articles on the topic 'Destructive test and properties'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

R., Resmi, Sabari Saravanan S., Saravana Kumar S., R.Vigneshwaran, and Prem Kumar S. "EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CONCRETE INCORPORATING WASTE FOUNDRY SAND WITH DESTRUCTIVE AND NON-DESTRUCTIVE TEST." International Journal of Engineering Research and Modern Education Special Issue, April 2017 (2017): 75–79. https://doi.org/10.5281/zenodo.570133.

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Demand for river sand which is used as fine aggregate in concrete for construction works is increasing day by day. On the other hand, the metal casting industries in India produces nearly 1.71 million tons of foundry sand yearly. These waste foundries are dumped in land as landfill which is causing environmental hazards. Its properties are similar to the properties of natural or manufactured sand. This study relate these two facts by partial replacement of river sand with waste foundry sand in concrete by 0%,10%,20%,30% and 40% for M40 grade concrete to provide economic and eco-friendly buildi

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Yazid Izdihar, Fahar, Nafis Khuriyati, and Wagiman. "Predicting physicochemical properties of melon (Cucumis melo L.) using ultrasonic technology and artificial neural network." BIO Web of Conferences 80 (2023): 06008. http://dx.doi.org/10.1051/bioconf/20238006008.

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As one of the favorite fruits widely produced and consumed in Indonesia, quality testing for melon (Cucumis melo L.) fruit is mostly done using destructive testing. To overcome this problem, this study aims to predict physicochemical quality properties of melon fruit non-destructively using ultrasonic and artificial neural network (ANN). Fifty-nine Hami melons were tested to measure the attenuation value of ultrasonic wave emission as a non-destructive variable, along with density and age. Then, destructive testing was conducted to measure physicochemical properties consisting of fruit flesh f

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Čechmánek, René, Martina Drdlová, and Martin Bohac. "Non-Destructive and Destructive Monitoring Methods of Fibre Concrete Homogeneity." Solid State Phenomena 259 (May 2017): 9–14. http://dx.doi.org/10.4028/www.scientific.net/ssp.259.9.

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Design, preparation and testing of fibre-cement composites are a task of wide range of research workplaces and universities in our country and abroad. However, a question on homogeneity of all cement matrix components and mainly optimal dispersion of fibre reinforcement in a mixture has not been yet solved sufficiently. Within testing of properties of such designed composites there is usually a realized fact, that variability of these properties is distinctive mainly for the reason of uneven dispersion of commonly used fibres in a whole matrix volume. Elimination of this phenomenon could be ac

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Kurama, Semra, and Elif Eren Gültekin. "Characterization of Silicate Ceramics Using Ultrasonics Test Method." Advances in Science and Technology 92 (October 2014): 194–202. http://dx.doi.org/10.4028/www.scientific.net/ast.92.194.

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Non-destructive testing techniques are widely used for testing ceramic materials. In our studies, two different types of ultrasonic test methods (A-scan and C-Scan) were investigated as non-destructive testing methods for characterization of porcelain tiles. Tiles were sintered in different temperatures to change their porosity and density properties. By changing of ultrasonic time and velocity related with samples’ some physical properties (such as bulk density, apparent density, apparent porosity (%), water absorption (%)) inspected via contact A-scan ultrasonic test method. The results show

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Min, Jeong-Ki, and Young-Ik Kim. "Behavior Properties of Bridge by Non Destructive and Loading Test." Journal of The Korean Society of Agricultural Engineers 46, no. 1 (2004): 61–71. http://dx.doi.org/10.5389/ksae.2004.46.1.061.

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Z Abdulzahra, Narjis. "Laser Non-Destructive Test to Find Aluminum Metal Physical Properties." International Journal of Advanced Multidisciplinary Research and Studies 4, no. 5 (2024): 125–33. http://dx.doi.org/10.62225/2583049x.2024.4.5.3202.

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Laser shock penning is a non-destructive laser testing used for analyzing material using lasers without causing damage, offering valuable insights into material properties; a recent experimental study focused on examining the al physical characteristics achieved by utilizing high-resolution optical microscopy and SEM images and investigated the effects of varying energy levels of Nd: Yag laser particularly analyzing the track effects the shock wave velocity was observed to depend on the surrounding medium influencing the ionization rates of the atoms involved notably Al subjected in water and

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Holčapek, Ondřej, Jiří Litoš, and Jan Zatloukal. "Destructive and Nondestructive Characteristics of Old Concrete." Advanced Materials Research 1054 (October 2014): 243–47. http://dx.doi.org/10.4028/www.scientific.net/amr.1054.243.

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This paper aims at determination of mechanical properties of 28 years old concrete with various nondestructive and destructive testing methods. All investigated parameters were determined on drilled cores with diameter 79.8 mm gained from existing bridge. On these samples Schmidt rebound testing and destructive force loading test were performed. Static (from loading test) and dynamic (measured by ultrasonic device) modulus of elasticity was also measured. The evaluation of destructive and nondestructive testing was according to the Czech Standards. Testing of old concrete from real structures

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Tomków, Jacek, and Jacek Haras. "The influence of welding heat input on the quality and properties of high strength low-alloy dissimilar steel butt joints." Welding Technology Review 92, no. 2 (2020): 15–23. http://dx.doi.org/10.26628/wtr.v92i2.1091.

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The paper presents the results of non-destructive and destructive tests od dissimilar high-strength low-alloy S460ML and S460N butt joints. These steels are characterized by similar mechanical properties, but their carbon equivalent CeIIW is much different. The joints were made using different values of heat input for each welding bead. They were tested by non-destructive methods: visual, penetrant, radiographic and ultrasonic tests. Then, the destructive tests were made: static tensile test, bending test, impact test and Vickers HV10 hardness measurements. The results of prepared examinations

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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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Horňáková, Marie, and Petr Lehner. "Analysis of Measured Parameters in Relation to the Amount of Fibre in Lightweight Red Ceramic Waste Aggregate Concrete." Mathematics 10, no. 2 (2022): 229. http://dx.doi.org/10.3390/math10020229.

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The present study provides a correlation and regression analysis of lightweight waste aggregate concretes with varying degrees of fibre reinforcement. The concrete mix contains pre-soaked red ceramic waste aggregate, expanded clay coarse aggregate and Portland cement. Copper-coated crimped steel fibre was used as the reinforcement. The experimental results included properties measured by destructive test methods—compressive strength, splitting tensile strength, static modulus of elasticity, the limit of proportionality, shear strength; and by non-destructive test methods—dynamic modulus of ela

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Mitalova, Zuzana, Juliana Litecka, Dusan Mital, et al. "Destructive Testing of Wood Plastic Composite." Materiale Plastice 57, no. 2 (2019): 208–14. http://dx.doi.org/10.37358/mp.20.2.5367.

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The paper deals with destructive testing of �new� group of material - Wood Plastic Composite (in short WPC). WPC emerging from a fusion of two different kinds of components - thermoplastics matrix and natural reinforcement (fibres or flour). Natural fibres offer several advantages - they are renewable, inexpensive, low-density, good isolate a sound and low cost. These components are mixed under the influence of high temperature and then pressed to make various shapes. This material contains cracks localized on the interface between the wood and plastic. These cracks occurred due to inhomogenei

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Černý, Pavel, Romana Halamová, and Věra Heřmánková. "Verification of the Use of a Kučera Drill for Testing of Wood Properties." Key Engineering Materials 898 (August 27, 2021): 107–12. http://dx.doi.org/10.4028/www.scientific.net/kem.898.107.

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In common practice, we encounter cases where it is not possible to test the wood quality by destructive methods and it is, therefore, necessary to use non-destructive or semi-destructive methods, especially when the wood is already used in construction. The article deals with the methodology of non-destructive and semi-destructive testing of wooden structures using the methodology commonly used for the diagnosis of masonry structures, where mortar strength is tested using a so-called Kučera drill, and with verification of the applicability of this method in the testing of wood properties. Kuče

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13

Can, Ömer. "Determination of some engineering properties of volcanic tuff using non-destructive method." Emerging Materials Research 11, no. 1 (2022): 41–50. http://dx.doi.org/10.1680/jemmr.21.00056.

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Volcanic tuffs extracted from the quarries of Bayburt province in Turkey are of three different types locally identified as white, yellow and green Bayburt stones. This study was intended to estimate the compressive strength of white, yellow and green Bayburt stones by non-destructive testing methods. For this, non-destructive tests such as the nail penetration test (NPT), Schmidt rebound hammer (SRH) test and ultrasonic pulse velocity (UPV) test were performed. A uniaxial compression test was also performed so as to assess the accuracy of the results obtained from the non-destructive tests. F

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Bahtlı, Tuba, and Nesibe Sevde Özbay. "Destructive and non-destructive testing of bronze-waste tire-concrete composites." Challenge Journal of Concrete Research Letters 11, no. 1 (2020): 11. http://dx.doi.org/10.20528/cjcrl.2020.01.002.

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In this study, the effects of finely-milled bronze and waste tire on the mechanical properties of concrete have been investigated. Approximately 2.5% and 5% by weight for each additive (bronze sawdust and waste tire) were added to dry concrete. The open porosity, density, compressive strength values of cured concrete have been determined. In addition, the Schmidt rebound hammer (SRH) and the ultrasonic pulse velocity (UPV) tests, which are non-destructive test methods, were applied. The microstructure and fracture surfaces of these materials were characterized by scanning electron microscopy (

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Rodrigues, M. S., G. C. S. Ferreira, L. Shiroma, and A. L. Beraldo. "Nonconventional concrete hollow blocks evaluation by destructive and non-destructive testing." Revista IBRACON de Estruturas e Materiais 6, no. 3 (2013): 392–98. http://dx.doi.org/10.1590/s1983-41952013000300004.

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The aim of this study was to evaluate cementitious matrices properties by partial replacement of Portland cement by silica fume (SF) or by rice husk ash (RHA), and their application in nonbearing hollow blocks, tested by destructive and non-destructive methods. The following mixtures were produced: reference (100% of Portland cement) and Portland cement replacement (10% by mass) with SF or RHA. The non-destructive testing showed that the highest values of UPV were obtained for SF-based blocks and RHA-based blocks. The destructive test showed better results for SF-based blocks, but there was no

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Suresh Kumar, S., B. Ravisankar, Vishnu Chandar S, and R. P. Dhivakar Raviram. "Evaluation of mechanical properties of friction stir welded commercially pure aluminium." MATEC Web of Conferences 172 (2018): 04003. http://dx.doi.org/10.1051/matecconf/201817204003.

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In this study, friction stir welding (FSW) of commercially pure aluminium is carried out. The main defects existing in this process are cavity, irregular material flow due to unsuitable selection of welding parameters. In this study, to reduce the defects by selecting suitable parameter and welding quality determined by mechanical testing methods and non-destructive testing methods. Welding is done with preheating the base metals and without preheating the base metals and their effects are analyzed with similar parameter. The parameters considered for this work are spindle rotational speed (rp

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17

Alditra, Diandri Fakhri, Susit Chaiprakaikeow, and Suttisak Soralump. "Study of VCM Improved Soft Soil Properties Using Non-Destructive and Destructive Techniques." Geosciences 10, no. 8 (2020): 300. http://dx.doi.org/10.3390/geosciences10080300.

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In Bangkok, the demand for housing is extensively high due to the city growing rapidly, so some swampy areas are filled with soil. A Prefabricated Vertical Drain (PVD) with the Vacuum Consolidation Method (VCM) is required to make the soil applicable for construction. However, it is difficult to monitor the soil strength during the process because the airtight sheet will be broken. This research aims to study the possibility of using the Spectral Analysis of Surface Waves (SASW) test to monitor the effectiveness of the VCM method and to study the development of shear-wave velocity over the con

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18

Wuritka, E.G, E.I. Onuh, and J.T Kassa. "DEVELOPMENT OF ALUMINIUM PROFILES: A COMPARATIVE ANALYSIS OF SOME MECHANICAL PROPERTIES OF FRESH INGOT AND RECYCLED SCRAP." Continental J. Engineering Sciences 5, no. 2 (2010): 1–6. https://doi.org/10.5281/zenodo.833747.

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Studies have shown that there is an increasing cost associated with the procurement of Virgin (fresh) Aluminium ingots. It has become necessary to recycle scraps to meet most domestic and Industrial demand. This development can only receive approval if the mechanical performance of the scraps is scientifically proven. Samples for impact, Torsion and Tensile test were prepared, three each from scraps and ingots and were subjected to destructive standard impact, torsion and tensile testing. Result obtained during torsion shows for fresh ingots failure occurred at 0.98 Nm while for scraps, failur

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19

Kočová, Markéta, and Jan Zatloukal. "Relation between Parameters of Plasters Measured by Non-Destructive and Destructive Methods." Key Engineering Materials 677 (January 2016): 211–14. http://dx.doi.org/10.4028/www.scientific.net/kem.677.211.

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Main target of this study is a comparison of material properties of plasters, which were obtained with use non-destructive methods and destructive methods and find out relation between them. These parameters were investigated on plasters. In this research the destructive methods were focused in obtain three parameters: the compressive strength, the tensile strength and the modulus of elasticity. For non-destructive testing was used pulse velocity method. Testing was carried out on specifically fabricated test specimens. With this study were obtained relations of the parameters for each type pl

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20

Kim, Woo Joo, Jung Jun Lee, Jong Ho Won, and Dong Il Kwon. "Residual Life-Time Evaluation Method Using Instrumented Indentation Test." Key Engineering Materials 810 (July 2019): 89–94. http://dx.doi.org/10.4028/www.scientific.net/kem.810.89.

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Predicting the residual life of a structure is an essential issue in structure management. Many researchers have used different methods to predict structure lifetimes, such as the creep rupture test. However, this test is costly and time-consuming, and since it is also destructive, an unused specimen must be tested rather than an actual specimen in use. The instrumented indentation test (IIT), on the other hand, is easier and faster than conventional test methods, most important of all, it is a non-destructive method to obtain mechanical properties that can be performed on the actual structure

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Rajaoalison, H., A. Zlotkowski, and G. Rambolamanana. "Mechanical Properties of Sandstone using non-Destructive Method." Journal of Mining Institute 241 (February 25, 2020): 113. http://dx.doi.org/10.31897/pmi.2020.1.113.

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The understanding of physical and mechanical properties of rock is considered as critical in drilling, geo-engineering, and construction applications. As an example, the awareness of these rock parameters contributes to avoid or minimizing instability around the wellbore while drilling. The laboratory experiment of understanding of these parameters can be done in two-different ways: static, where the sample subjects to destruction after the test and dynamic, known as non-destruction method. The non-destructive method using ultrasonic waves under a series of different stress conditions, startin

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Stodola, Martin, and Hynek Hadraba. "Mechanical Properties Determination of Unknown and 10Ch2MFA Steel Based on Non-Destructive Instrumented Hardness Test." Key Engineering Materials 662 (September 2015): 73–76. http://dx.doi.org/10.4028/www.scientific.net/kem.662.73.

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The aim of the paper is to present developed methodology for evaluation of mechanical properties using nondestructive (NDT) methods. The final methodology will focus on evaluating the mechanical properties of the heterogeneous weld structure. The mechanical properties are determined by conducting NDT instrumented Vickers hardness test. The developed methodology for the basic mechanical properties determining is based on the inverse FEM modeling of instrumented hardness test and the indentation curve and the measured surface imprint are the output of indentation. The outputs from the experiment

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Kadium, Nazar Sajad, and Saad Isaa Sarsam. "Evaluating Asphalt Concrete Properties by the Implementation of Ultrasonic Pulse Velocity." Journal of Engineering 26, no. 6 (2020): 140–51. http://dx.doi.org/10.31026/j.eng.2020.06.12.

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 In past years, structural pavement solution has been combined with destructive testing; these destructive methods are being replaced by non-destructive testing methods (NDT). Because the destructive test causes damage due to coring conducted for testing and also the difficulty of adequately repairing the core position in the field. Ultrasonic pulse velocity was used to evaluate the strength and volumetric properties of asphalt concrete, of binder course. The impact of moisture damage and testing temperature on pulse velocity has also been studied. Data were analyzed and modeled. It was

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Sklodowski, Marek. "Minor Destructive Testing of XVIII Century Brick Wall Using Compact Diagnostic Test CoDiT." Advanced Materials Research 133-134 (October 2010): 223–28. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.223.

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Compact Diagnostic Test (CoDiT) procedure allows one to test mechanical properties of historic materials in a minor destructive way using micro-cores drilled out of a masonry wall. CoDiT procedure applied to brick masonry gives insight into the non-homogeneity of material properties both at a brick and a wall scale level. The test site was the orthodox monastery in Supraśl, north-east of Poland. Micro-cores of 6 mm in diameter were drilled out using diamond core drill bits. The micro-core samples were used to prepare specimens for optical, mechanical and ultrasonic testing of brick properties.

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Ahmed, Waqas, Niaz Ahmad, Hammad Tariq Janjuhah, Ihtisham Islam, Muhammad Sajid, and George Kontakiotis. "The Evaluation of Non-Destructive Tests for the Strength and Physical Properties of Granite, Marble, and Sandstone: A Case Study from North Pakistan." Quaternary 6, no. 1 (2023): 4. http://dx.doi.org/10.3390/quat6010004.

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Nondestructive tests, commonly employed in rock mechanics, estimate mechanical parameters without affecting the rocks in situ properties. This study evaluates non-destructive tests (ultrasonic pulse velocity and Schmidt hammer) for forecasting the strength and physical properties of commonly used rocks. Weathering grades and moisture content are provided as variables that produce variances in both non-destructive tests. The coefficient of determination (R²) and subsequent empirical equations for the best-fit trend line are calculated using a simple regression method. The ultrasonic pulse veloc

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Bharti Tekwani and Dr. Archana Bohra Gupta. "Two Stage Procedure for Assessment of In Situ Compressive Strength of Bamboo Reinforced Beams Using Non Destructive Tests." International Research Journal on Advanced Engineering Hub (IRJAEH) 2, no. 04 (2024): 1064–70. http://dx.doi.org/10.47392/irjaeh.2024.0147.

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‘Bamboo’ is used in place of structural as well as reinforcing steel because of its good physical and mechanical properties, shrinkage and average density. It can be considered as well established building material for the developing countries such as India, Africa and South America etc. although the implementation techniques, suitable connection techniques are need to be improving. In this study in first stage singly bamboo reinforced beams and cubes of conventional mix grade from M 25 to M 40 were casted and two different Non Destructive Test methods, Schmit Hammer and Ultasonic Pulse Veloci

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Mortada, Youssef, Malek Mohammad, Bilal Mansoor, Zachary Grasley, and Eyad Masad. "Development of Test Methods to Evaluate the Printability of Concrete Materials for Additive Manufacturing." Materials 15, no. 18 (2022): 6486. http://dx.doi.org/10.3390/ma15186486.

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This study proposes test methods for assessing the printability of concrete materials for Additive Manufacturing. The printability of concrete is divided into three main aspects: flowability, setting time, and buildability. These properties are considered to monitor the critical quality of 3DCP and to ensure a successful print. Flowability is evaluated through a rheometer test, where the evolution of shear yield strength is monitored at a constant rate (rpm), similar to the printer setup. Flowability limits were set based on the user-defined maximum thickness of a printed layer and the onset o

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Tian, Aoran. "Review And Future of Non-Destructive Testing Methods for Composites in Aircraft." Highlights in Science, Engineering and Technology 71 (November 28, 2023): 259–67. http://dx.doi.org/10.54097/hset.v71i.12708.

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The application of carbon fiber in aerospace requires more advanced non-destructive testing methods due to its unique properties such as anisotropy. In this paper, mainstream non-destructive testing methods are introduced, including visual inspection, resonance test, acoustic emission, eddy current test, ultrasonic test, laser shearography, infra-red thermography, and X-ray. Their strengths and weaknesses are compared, and the common challenges are exposed. To solve those problems, some developing techniques such as hybrid methods and deep-learning-based automated inspection are proposed.

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Akça, Boğaçhan, Süleyman Bahadır Keskin, and Aysu Göçügenci. "Predictability of concrete damage level by non-destructive test methods." Challenge Journal of Concrete Research Letters 12, no. 4 (2021): 138. http://dx.doi.org/10.20528/cjcrl.2021.04.004.

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Non-destructive methods have many advantages over traditional test methods, especially since it does not damage the specimen, it can be used multiple times on the same specimen. These advantages also provide a great benefit in terms of following the property development in concrete as the same specimens are used which eliminates the variations related to the specimens. In this study, it is aimed to determine the damaged amount of concrete produced with different binders by electrical bulk resistivity, resonance frequency, and ultrasonic pulse velocity methods. Firstly, concretes containing dif

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Mathiszik, Christian, Edwin Zschetzsche, André Reinke, Johannes Koal, Jörg Zschetzsche, and Uwe Füssel. "Magnetic Characterization of the Nugget Microstructure at Resistance Spot Welding." Crystals 12, no. 11 (2022): 1512. http://dx.doi.org/10.3390/cryst12111512.

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Conventional resistance spot welds are not visible from the outside. Therefore, it is not straightforward to evaluate the joint quality non-destructively. The pulse-echo method of manual ultrasonic is widely used for non-destructive testing. Another option is the passive magnetic flux density testing, which is being developed at Technische Universität Dresden, Germany. The spot weld is magnetized in the normal direction and the residual magnetic flux density is measured on top of the surface of the joint. This method is suitable for spot welds on typical car body steels. Previous investigation

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Živčák, Jozef, Martin Petrík, Radovan Hudák, Teodor Tóth, Dusan Knezo, and Eva Kovalova. "Embedded Tensile Strenght Test Machine FM1000 – An Upgrade of Measurement and Control." Solid State Phenomena 147-149 (January 2009): 657–62. http://dx.doi.org/10.4028/www.scientific.net/ssp.147-149.657.

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In order to compare the strengths of various materials it is necessary to carry out a standard form of test to establish their relative properties. The tensile test, compression test, bending, shearing and torsion tests are used for examining mechanical properties of biological materials. Except for non-destructive methods (optical, electromagnetic, sonic, thermal, infrared), destructive testing is another very important tool for the assessment of biomechanical properties and behavior of biomedical materials. The tensile strength test is one of the most common testing methods, which uses speci

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Yasnopolsky, Yu V., A. V. Kokhanov, V. A. Zurnadzhyants, et al. "Test for the antimicrobial peptide lactoferricin in appendicitis and peritonitis." Astrakhan medical journal 19, no. 2 (2024): 111–19. http://dx.doi.org/10.17021/1992-6499-2024-2-111-119.

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The purpose of the study: was to compare the concentrations of bacterial infection indicators lactoferrin (LF) and lactoferricin (LFC) in the blood serum and peritoneal exudate of patients with destructive forms of acute appendicitis after laparoscopic and laparotomic appendectomy. The concentrations of LF protein and LFC peptide were studied in blood and peritoneal exudate samples of 45 patients with destructive forms of acute appendicitis of varying severity after laparoscopic or laparotomic appendectomy. When studying the levels of LF and LFC in patients with acute destructive appendicitis,

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Rzeźnikiewicz, Agnieszka, Mateusz Makielak, and Piotr Dyner. "The influence of cooling rate during welding on joint properties made of austenitic steel 1.4301." Welding Technology Review 91, no. 11 (2019): 43–49. http://dx.doi.org/10.26628/wtr.v91i11.1083.

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The aim of the research was to investigated the influence of cooling rate during welding on joint properties made of austenitic steel 1.4301. Three test panels were made: cooled in air, cooled by dipping the plate in water and cooled by spraying water from the side of the weld ridge. Non-destructive examinations (visual, penetrative and radiographic) and destructive tests (stretching, bending and impact tests) were made on the test panels. In addition, the ferrite content measurement was carried out. It has been shown that the cooling affects the ferrite content and the impact strength of the

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Butt, Javaid, Raghunath Bhaskar, and Vahaj Mohaghegh. "Non-Destructive and Destructive Testing to Analyse the Effects of Processing Parameters on the Tensile and Flexural Properties of FFF-Printed Graphene-Enhanced PLA." Journal of Composites Science 6, no. 5 (2022): 148. http://dx.doi.org/10.3390/jcs6050148.

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The significance of non-destructive testing (NDT) methods cannot be overstated as they help to evaluate the properties of a material without damaging/fracturing it. However, their applicability is dependent on their ability to provide reliable correlation with destructive tests such as tensile and flexural. This correlation becomes more problematic when the material is not homogeneous, such is the case with parts manufactured using a popular additive manufacturing process termed as fused filament fabrication (FFF). This process also requires optimisation of its parameters to achieve desired re

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Yao, Fangyuan, Dongqiang Lei, Ke Yu, et al. "Experimental Study on Vacuum Performance of Parabolic Trough Receivers based on a Novel Non-destructive Testing Method." Energies 12, no. 23 (2019): 4531. http://dx.doi.org/10.3390/en12234531.

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The loss of vacuum in the parabolic trough receivers is one of the most common problems in the parabolic trough solar power plants. The vacuum level and gas species in the annulus of the receiver determine the heat loss and have an important influence on the thermal efficient of the solar system. If hydrogen is inside the annulus, it can cause heat losses to be almost four times that of a receiver with good vacuum. However, it is hard to non-destructively measure the gas species and partial pressure in the annulus of the receiver. In this paper, a novel non-destructive method was presented to

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Bagbanci, B. M. "Reinforcement and Restoration Studies of the Edremit Ataturk House." Engineering, Technology & Applied Science Research 10, no. 2 (2020): 5346–51. http://dx.doi.org/10.48084/etasr.3353.

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Edremit Ataturk House has been restored under international restoration principles. Due to its importance, a systematic study was carried out to prevent the building from suffering damage. The current situation of the building was investigated by using slightly destructive and non-destructive test methods. Flat-jack and shear tests were used in order to identify the mechanical properties of masonry walls according to the ASTM standards. The operational modal analysis test method was used in order to understand its dynamic characteristics. After the diagnosis phase, a finite element model was p

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Bilal, Bagbanci M. "Reinforcement and Restoration Studies of the Edremit Ataturk House." Engineering, Technology & Applied Science Research 10, no. 2 (2020): 5346–51. https://doi.org/10.5281/zenodo.3748282.

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Edremit Ataturk House has been restored under international restoration principles. Due to its importance, a systematic study was carried out to prevent the building from suffering damage. The current situation of the building was investigated by using slightly destructive and non-destructive test methods. Flat-jack and shear tests were used in order to identify the mechanical properties of masonry walls according to the ASTM standards. The operational modal analysis test method was used in order to understand its dynamic characteristics. After the diagnosis phase, a finite element model was p

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Raman, Ravi Shankar, Kavitha Dasari, Rakesh Chandrashekar, et al. "Analysing Indirect Methods for Comparatively Determining the Compressive Strength of Materials with Various Properties." E3S Web of Conferences 507 (2024): 01018. http://dx.doi.org/10.1051/e3sconf/202450701018.

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The properties and compressive strength of hardened concrete are examined by destructive and non-destructive testing methods. There was no direct relationship between non-destructive testing results for existing concrete structures. This article describes the comparison between rebound and compression hammer tests of hardened concrete. It also describes the comparison of strength and cube compressive strength as well as the comparison of modulus of elasticity according to different standards.Destructive and non-destructive techniques were used in an experimental programme on various concrete m

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Li, WenXiao, and Yongxin Yang. "Method to test the durability of fiber-reinforced polymers based on elastic modulus." Advances in Structural Engineering 23, no. 15 (2020): 3195–207. http://dx.doi.org/10.1177/1369433220923810.

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The performance degradation of fiber-reinforced polymer is often assessed based on the ultimate strength obtained during a destructive test. This method has the advantages of simple operation, clear internal mechanism, and noticeable data variation. However, because fiber-reinforced polymers are composed of high molecular compounds, their properties are influenced by several factors, such as the manufacturing process and composition ratio. Without a unified benchmark, it is difficult to unify destructive test data obtained by different researchers and organizations. In this study, a new test m

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Dmitriev, A. N., V. G. Smirnova, E. A. Vyaznikova, A. V. Dolmatov, and G. Yu Vit'kina. "Influence of structure of burned pellets on strength and destruction in static compression tests." Izvestiya. Ferrous Metallurgy 64, no. 11 (2021): 785–92. http://dx.doi.org/10.17073/0368-0797-2021-11-785-792.

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The burned pellets must retain the strength from the time they come off the roasting machine until they are loaded into the blast furnace. One indicator of the strength of burned pellets is the compressive strength, i.e., the maximum applied load at which the iron-ore pellet completely collapses. The paper studies the character of destruction of burned iron-ore titanomagnetite pellets of fraction 10 - 16 mm in the static compression test according to the Russian State Standard 24765-81. It is shown that the main type of destruction during the test is the emergence and development of plane crac

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Victor, OSYKA, KOMAKHA Olha, and KOMAKHA Volodymyr. "PAPER PACKAGING MATERIALS: RESISTANCE TO DESTRUCTIVE FACTORS." INTERNATIONAL SCIENTIFIC-PRACTICAL JOURNAL "COMMODITIES AND MARKETS" 39, no. 3 (2021): 75–85. http://dx.doi.org/10.31617/tr.knute.2021(39)05.

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Background. The dynamics of change of the complex of barrier and strength properties of moisture-resistant waterproof and moisture-resistant grease-proof paper packaging materials under the influence of temperature, humidity and mechanical factors is considered. The results of tests of the developed samples of paper packaging materials during exposure in the chamber of heat and moisture aging are given. Materials and methods. Paper packaging materials of grades B-55 and ZhV-55 were obtained by surface treatment with compositions using polyamideaminepichlorohydrin, polyvinyl alcohol, urea and

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Chi, Dazhao, Ziming Wang, and Haichun Liu. "A Multivariate Linear Regression-Based Ultrasonic Non-Destructive Evaluating Method for Characterizing Weld Tensile Strength Properties." Materials 18, no. 9 (2025): 1925. https://doi.org/10.3390/ma18091925.

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Destructive testing is a common method for obtaining tensile strength properties of welds. However, it is inconvenient to characterize the overall weld, and it cannot be applied to in-service structures. Non-destructive testing and evaluation (NDT&E) methods have the potential ability of overcoming these limitations. In this paper, an ultrasonic-based non-destructive evaluating method for weld tensile strength was proposed. Multiple sets of fully automatic welded X80 steel pipes were prepared. Acoustic signals from a total of 240 measurement points of the welds were collected, and ultrason

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Barannikova, S. A., M. V. Nadezhkin, and P. V. Iskhakova. "Mechanical and acoustic properties of deformable alloys." Izvestiya. Ferrous Metallurgy 66, no. 2 (2023): 162–67. http://dx.doi.org/10.17073/0368-0797-2023-2-162-167.

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The paper is devoted to correlation dependences of ultrasound velocity with characteristics of strength and plasticity in uniaxial tension of Fe18Cr10Ni austenitic stainless steel with a unique set of physical and mechanical properties. Such a successful set of mechanical properties is provided by dislocation slip and twinning, the formation of stacking faults, and martensitic transformation. It should be noted that the assessment of changes in the mechanical characteristics of metals (especially at low temperatures) is a very laborious task and requires the use of non-destructive control meth

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Fang, Zhichun, Jafar Qajar, Kosar Safari, Saeedeh Hosseini, Mohammad Khajehzadeh, and Moncef L. Nehdi. "Application of Non-Destructive Test Results to Estimate Rock Mechanical Characteristics—A Case Study." Minerals 13, no. 4 (2023): 472. http://dx.doi.org/10.3390/min13040472.

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Accurately determining rock elastic modulus (EM) and uniaxial compressive strength (UCS) using laboratory methods requires considerable time and cost. Hence, the development of models for estimating the mechanical properties of rock is a very attractive alternative. The current research was conducted to predict the UCS and EM of sandstone rocks using quartz%, feldspar%, fragments%, compressional wave velocity (PW), the Schmidt hardness number (SN), porosity, density, and water absorption via simple regression, multivariate regression (MVR), K-nearest neighbor (KNN), support vector regression (

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Shetiya, Ravi Kumar, Sara Elhadad, Ali Salem, Attila Fülöp, and Zoltan Orban. "Investigation into the Effects of Crystalline Admixtures and Coatings on the Properties of Self-Healing Concrete." Materials 17, no. 3 (2024): 767. http://dx.doi.org/10.3390/ma17030767.

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One fascinating concept for enhancing the durability and lifespan of concrete buildings involves the use of self-healing concrete. This study focuses on the effect of crystalline admixtures and coatings on various properties of self-healing concrete and provides a comparison with traditional concrete. Four different concrete mixtures were prepared to assess their effectiveness in bridging crack openings, their flexural and compressive strengths, and water absorption. Various testing methods, including destructive, semi-destructive, and non-destructive tests, were used in this research. The cap

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Choi, Yeol, Il-Hyun Kim, Hyeon-Jin Lim, and Chang-Geun Cho. "Investigation of Strength Properties for Concrete Containing Fine-Rubber Particles Using UPV." Materials 15, no. 10 (2022): 3452. http://dx.doi.org/10.3390/ma15103452.

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Since the early 1990s, many studies were conducted to utilize waste tires as a replacement for natural coarse and fine aggregates in concrete, known as rubberized concrete or rubber-concrete. In this paper, an experimental study was performed on the strength properties of concrete containing fine-rubber particles as a replacement of fine aggregate, using destructive and non-destructive tests. Ultrasonic pulse velocity (UPV) tests were used to evaluate the strength property of rubber-concrete as a non-destructive test. Compressive and splitting tensile strengths were determined for four differe

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Tugrul Tunc, Esra. "Relationship Between Schmidt Hammer Rebound Hardness Test and Concrete Strength Tests for Limestone Aggregate Concrete Based on Experimental and Statistical Study." Materials 18, no. 6 (2025): 1388. https://doi.org/10.3390/ma18061388.

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This study investigated the mechanical properties of concrete specimens produced with a limestone aggregate through laboratory testing. Destructive tests, specifically concrete compressive strength and splitting tensile strength tests, were conducted. Additionally, the Schmidt hammer rebound hardness test, a non-destructive method, was performed on the same specimens. The experimental results, obtained from varying water-to-cement and limestone aggregate-to-cement ratios, yielded the following ranges: compressive strength from 23.6 to 42.6 MPa, splitting tensile strength from 3.2 to 5.1 MPa, a

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Guo, Wenjing, Zhe Lin, Nian Cheng, and Xiangping Liu. "Psychometric Properties of the Chinese Perceived Responses to Capitalization Attempts Scale." Social Behavior and Personality: an international journal 46, no. 11 (2018): 1801–13. http://dx.doi.org/10.2224/sbp.7234.

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Capitalization is an interpersonal process where one shares personal positive events with others and receives benefits beyond that event's effect. The response a capitalizer perceives from the recipient determines the success of this process. The Perceived Responses to Capitalization Attempts Scale (PRCAS) is an English-language measure used to assess a capitalizer's perception of a recipient's responses. We tested the factor structure, internal consistency reliability, and concurrent validity of the Chinese version of the PRCAS with a sample of 1,213 Chinese college students. Factor analyses

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Zobal, Ondřej, Ondřej Holčapek, and Pavel Reiterman. "Frost Resistance of Concrete Screed with the Fly Ash Addition." Key Engineering Materials 677 (January 2016): 80–85. http://dx.doi.org/10.4028/www.scientific.net/kem.677.80.

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Using of fly ash in concrete screed is becoming a common practice. This situation entails both environmentally and economically positive effect. The problem may occur with the durability and life of such materials. Therefore, it is important to correctly grasp these materials and final properties sufficiently verify. One of these properties is frost resistance. This paper presents the results of measurements on the frost resistance of concrete screed with the substitution fly ash 0-50% by weight of clinker. Specimens were subjected to destructive and non-destructive test of frost resistance af

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Tworzewski, Paweł, Wioletta Raczkiewicz, Przemysław Czapik, and Justyna Tworzewska. "Diagnostics of Concrete and Steel in Elements of an Historic Reinforced Concrete Structure." Materials 14, no. 2 (2021): 306. http://dx.doi.org/10.3390/ma14020306.

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Existing buildings, especially historical buildings, require periodic or situational diagnostic tests. If a building is in use, advanced non-destructive or semi-destructive methods should be used. In the diagnosis of reinforced concrete structures, tests allowing to assess the condition of the reinforcement and concrete cover are particularly important. The article presents non-destructive and semi-destructive research methods that are used for such tests, as well as the results of tests performed for selected elements of a historic water tower structure. The assessment of the corrosion risk o

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