Relevant bibliographies by topics / Reinforced concrete; Non-destructive testing

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Reinforced concrete; Non-destructive testing'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Reinforced concrete; Non-destructive testing"

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Corbett, D., and G. Tronca. "Non-Destructive Testing of Steel Fibre Reinforced Concrete." IOP Conference Series: Materials Science and Engineering 246 (September 2017): 012016. http://dx.doi.org/10.1088/1757-899x/246/1/012016.

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Lute, Marina. "Non-Destructive Vibration Tests on Reinforced Concrete Structures." Key Engineering Materials 660 (August 2015): 186–91. http://dx.doi.org/10.4028/www.scientific.net/kem.660.186.

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The purpose of this paper is looking at the dynamic response of existing reinforced concrete structures which have possibly sustained various levels of damage, a set of tests need to be identified that will be able to detect damage and quantify the damage if damage exists. In this work it is presented a further study on the effect of damage on the behavior of reinforced concrete beams. In particular, the non-linear behavior of these beams is considered once significant cracking has been introduced, outlining the stage of testing carried out in dynamic field.
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Abdallah, Wafaa, Jacqueline Saliba, Ziubir-Mehdi Sbartaï, Marwan Sadek, Fadi Hage Chehade, and S. Mohammed ElAchachi. "Reliability analysis of non-destructive testing models within a probabilistic approach." MATEC Web of Conferences 281 (2019): 04003. http://dx.doi.org/10.1051/matecconf/201928104003.

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The diagnosis of reinforced concrete is essential to detect the degradation and thus maintain the structural performance of civil engineering structures. This paper aims to establish a mathematical relationship between the ultrasonic pulse velocity UPV (considered as an observable variable) and two concrete properties indicators (compressive strength fc and water content W) within a probabilistic framework. Synthetic simulations are proposed to derive a conversion model between the statistical properties of the output and the input parameters for a reinforced concrete structure by taking into
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Zezulová, Eva, and Tereza Komárková. "Techniques of Non-Destructive Testing of Steel Fiber Reinforced Concrete." Key Engineering Materials 755 (September 2017): 153–58. http://dx.doi.org/10.4028/www.scientific.net/kem.755.153.

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Non-destructive testing (NDT) is seeing increasingly frequent use in civil engineering thanks to the fact that the tests are repeatable and do not cause serious damage to the material. The requirements for the development and modernization of available testing devices and methodologies are ever increasing and the testing of existing structures often requires the use of NDT. Unfortunately, every measurement and methodology has its limits and the measurement devices for the evaluation of steel fiber reinforced concrete (SFRC) are no exception. In recent decades there has been an effort to modern
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Komárková, Tereza. "Design of Methodology for Non-Destructive Testing of Steel-Reinforced-Fiber-Concrete." Key Engineering Materials 714 (September 2016): 179–85. http://dx.doi.org/10.4028/www.scientific.net/kem.714.179.

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Measuring instruments used for non-destructive testing of structures thanks to advances in electronics and electrical engineering are still more frequently applied. Among the building materials with which the ability to perform quality control using non-destructive testing methods would be most welcome is indisputably steel reinforced fibre concrete (SFRC). The paper deals with the design of new methods and methodologies that enable determination of the concentration and orientation of steel fibres in steel fibre reinforced concrete. Especially the distribution of steel fibres in concrete is t
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Concu, Giovanna, Barbara De Nicolo, and Luisa Pani. "Non‐destructive testing as a tool in reinforced concrete buildings refurbishments." Structural Survey 29, no. 2 (2011): 147–61. http://dx.doi.org/10.1108/02630801111132821.

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Belentsov, Yuri A., and Liliya F. Kazanskaya. "Non-destructive methods of concrete quality control as factor in reliability of concrete and reinforced concrete structures in transport facilities." Transportation Systems and Technology 4, no. 1 (2018): 058–67. http://dx.doi.org/10.17816/transsyst2018041058-067.

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Aim: The development of theory and practice of construction science leads to a need to enhance the basics of design, construction and operation of concrete and reinforced concrete structures. Despite significant progress, there is risk of collapse of different structures at various stages of their lifecycle. Current state of construction industry leads to a need to increase the quality and reliability of buildings and structures under construction.
 Methods: The authors have used methods of probabilistic forecasting in this work
 Results: The development of methods of construction ma
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Ulybin, Aleksey V., and Alexander V. Puzanov. "About Test Methods of Corrosion State of Reinforced Concrete Structures." Applied Mechanics and Materials 578-579 (July 2014): 981–86. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.981.

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The article describes the traditional methods used in Russia for testing of reinforcement corrosion conditions including peculiarities and weak sides of it. The new methods of non-destructive testing, which are used mainly in foreign countries, are overviewed there. The physical basics and the advantages of the testing method of half-cell potential are also characterized. A relatively new method of non-destructive testing of reinforcement corrosion condition is the method of measuring the concrete resistivity. The article describes the principal of its application and the factors influencing t
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Davidyuk, Artem, and Igor Rumyantsev. "Quality control of high-performance concrete in high-rise construction during operation." MATEC Web of Conferences 170 (2018): 01035. http://dx.doi.org/10.1051/matecconf/201817001035.

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With onset of the XXI century, the demand for construction of high-rise buildings with the load-bearing framework made of high-performance cast-in-situ concrete has increased many-fold in the construction sector. Specific features of the high-performance concrete of bearing structures in the situation of real operation of high-rise buildings are continuously studied by scientists and specialists all over the world, and regulatory and methodological documents are being complemented and adjusted. High-performance concretes and structures made of them possess some specific features that should be
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Rubaratuka, I. A., and P. Ndumbaro. "Application of Non-Destructive Testing in Evaluating Reinforced Concrete Structural Elements in Buildings." Tanzania Journal of Engineering and Technology 31, no. 1 (2008): 83–87. http://dx.doi.org/10.52339/tjet.v31i1.419.

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Of recent a large number of existing reinforced concrete buildings have required reconstruction, renovation and improvement. This tendency poses a number of problems that have to be solved, the main one being to determine the actual strength condition of the structural components/elements of the building. It includes determination of the qualityof materials used, specification of the types and description of apparent faults and damages and extent of wear of the building. To undertake this evaluation, non – destructive testing methods are used. In this paper, applications of non –destructive te
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Dissertations / Theses on the topic "Reinforced concrete; Non-destructive testing"

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Draper, Jeffrey Dean. "Neural networks and non-destructive test/evaluation methods." Thesis, College Park, Maryland : University of Maryland, College Park, 1992. http://handle.dtic.mil/100.2/ADA254802.

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Thesis (M.S. in Civil Engineering)--University of Maryland, College Park, 1992.<br>"A scholarly paper submitted to Assistant Professor Ian Flood." Description based on title screen as viewed on April 16, 2009. Includes bibliographical references (p. 49-52). Also available in print.
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El, Masri Evelyne. "Wave propagation in reinforced concrete beams with application to non-destructive testing." Thesis, University of Southampton, 2018. https://eprints.soton.ac.uk/426440/.

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Steel reinforcements bars (rebars) are vital to reinforced concrete (RC) structures and their damage leads to catastrophic failure. Most damage occurs due to corrosion and delamination, and an early detection is necessary. Wave based methods are popular for detecting the damage remotely. However, most of these techniques require direct contact with the rebars. The aim of this project is to exploit guided waves to detect damage of the rebars via measurements only on the concrete surface. The Wave Finite Element (WFE) is well suited to predict the wave characteristics of RC waveguides. It requir
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Tan, Hock Chuan. "Load-induced damage evaluation in reinforced concrete structures using dynamic response signatures." Thesis, University of Aberdeen, 2000. http://digitool.abdn.ac.uk/R?func=search-advanced-go&find_code1=WSN&request1=AAIU602019.

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The purpose of this thesis is to assess and develop a non-destructive evaluation (NDE) procedure for evaluating the integrity of rectangular and square reinforced concrete (RC) slabs. This procedure employs both dynamic frequency and deformation response signatures to track changes in the slab following dynamic excitation. Such a procedure could provide a good basis for practising engineers to conduct nondestructive testing (NDT) and evaluation of general RC structures. The response of RC floor slabs to dynamic excitation have been experimentally studied at 1/3rd scale for two aspect ratios (s
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Begum, Rushna. "Neural network processing of impact echo NDT data." Thesis, City University London, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.340456.

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Salles, Lucio Salles de. "Short continuously reinforced concrete pavement design recommendations based on non-destructive ultrasonic data and stress simulation." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-20102017-082704/.

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Four sections of continuously reinforced concrete pavement (CRCP) were constructed at the University of São Paulo campus in order to introduce this kind of pavement structure to Brazil\'s technical transportation community. Sections were designed as 50 m long concrete slab, short in comparison to traditional CRCP, in order to simulate bus stops and terminals - locations of critical interest for public infrastructure. The thesis presented herein concludes this research project initiated in 2010. As the initial goal of this study was the development of coherent, reliable and intuitive design rec
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Wong, Koon-Wan. "Non-linear behaviour of reinforced concrete frames /." Title page, contents and abstract only, 1989. http://web4.library.adelaide.edu.au/theses/09PH/09phw872.pdf.

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Kenyon, Jonn Mark. "Non-linear analysis of reinforced concrete plane frames /." Title page, table of contents and abstract only, 1993. http://web4.library.adelaide.edu.au/theses/09PH/09phk368.pdf.

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EDER, ERIC WILLIAM. "BEHAVIOR OF 50 YEAR OLD PRESTRESSED CONCRETE BRIDGE WITH FIBER REINFORCED POLYMER DECK REPLACEMENT." University of Cincinnati / OhioLINK, 2003. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1060953606.

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Eccles, Bradley James. "The use of non-linear vibrations in the health monitoring of reinforced concrete structures." Thesis, University of Nottingham, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.323189.

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Aules, Wisam Amer. "Behavior of Non-Ductile Slender Reinforced Concrete Columns Retrofit by CFRP Under Cyclic Loading." PDXScholar, 2019. https://pdxscholar.library.pdx.edu/open_access_etds/4804.

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In the Middle East region and many countries in the world, older reinforced concrete (RC) columns are deemed to be weak in seismic resistance because of their low amount of reinforcement, low grades of concrete, and large spacing between the transverse reinforcement. The capacity of older RC columns that are also slender is further reduced due to the secondary moments. Appropriate retrofit techniques can improve the capacity and behavior of concrete members. In this study, externally bonded Carbon Fiber Reinforced Polymer (CFRP) retrofit technique was implemented to improve the behavior of RC
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Books on the topic "Reinforced concrete; Non-destructive testing"

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Non-destructive evaluation of reinforced concrete structures. CRC Press, 2010.

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Ramakrishnan, V. The determination of the permeability, density, and bond strength of non-metallic fiber reinforced concrete in bridge deck overlay applications. South Dakota Dept. of Transportation, Office of Research, 2000.

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Woodward, R. J. Non destructive testing methods for concrete bridges. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1989.

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Woodward, R. J. Non destructive testing methods for concrete bridges. Bridges Division, Structures Group, Transport and Road Research Laboratory, 1989.

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Sansalone, Mary. Impact-echo: Non-destructive evaluation of concrete and masonry. Bullbrier Press, 1997.

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G, Millard S., and Grantham Mike, eds. Testing of concrete in structures. 4th ed. Taylor & Francis, 2006.

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Bungey, J. H. Testing of concrete in structures. 3rd ed. Blackie Academic & Professional, 1996.

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Bungey, J. H. The testing of concrete in structures. 2nd ed. Surrey University Press, 1989.

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The testing of concrete in structures. 2nd ed. Surrey University Press, 1989.

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J, Carino Nicholas, ed. Handbook on nondestructive testing of concrete. 2nd ed. CRC, 2004.

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Book chapters on the topic "Reinforced concrete; Non-destructive testing"

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Reichling, K., and M. Raupach. "Novel Approach for Non-Destructive Evaluation of Electrochemical Potentials in Reinforced Concrete Structures." In Nondestructive Testing of Materials and Structures. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0723-8_15.

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Abbiati, Giuseppe, Oreste Salvatore Bursi, Enrico Cazzador, et al. "Pseudo-Dynamic Testing Based on Non-linear Dynamic Substructuring of a Reinforced Concrete Bridge." In Experimental Research in Earthquake Engineering. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-10136-1_7.

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Soutsos, Marios, and Peter Domone. "Non-destructive testing of hardened concrete." In Construction Materials. CRC Press, 2017. http://dx.doi.org/10.1201/9781315164595-26.

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Koppad, Deepali, and Nirmala Paramanandham. "Non-destructive Testing for Cracks in Concrete." In Lecture Notes in Electrical Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3992-3_56.

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Craeye, Bart, Lou Areias, Maarten Van Geet, and Saeid Babaei. "Revised Macro-cracking Criterion for Massive Non-reinforced Self-compacting Concrete Structures Under Thermal Load Based on Extensive Experimental Testing and Field Observations." In RILEM Bookseries. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-22566-7_61.

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Zircher, Tobias, Manfred Keuser, Tobias Schulz, and Albert Burbach. "Non-destructive Testing of Protective Components After Contact Detonation." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_168.

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Rodríguez, Guillermo Roa, and Willian Aperador. "Remote Monitoring Technique for Evaluation of Corrosion on Reinforced Concrete Structures." In Non-Destructive Testing. InTech, 2016. http://dx.doi.org/10.5772/62314.

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Holst, R. "Conventional/standard testing methods for concrete: an overview." In Non-Destructive Evaluation of Reinforced Concrete Structures. Elsevier, 2010. http://dx.doi.org/10.1533/9781845699536.2.117.

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Soutsos, M., and J. Bungey. "Introduction: key issues in the non-destructive testing of concrete structures." In Non-Destructive Evaluation of Reinforced Concrete Structures. Elsevier, 2010. http://dx.doi.org/10.1533/9781845699536.1.3.

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Reinhardt, H. W. "When to use non-destructive testing of reinforced concrete structures: an overview." In Non-Destructive Evaluation of Reinforced Concrete Structures. Elsevier, 2010. http://dx.doi.org/10.1533/9781845699536.1.24.

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Conference papers on the topic "Reinforced concrete; Non-destructive testing"

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Komarkova, Tereza, Patrik Stonis, Petr DvoraK, and Petr Zarsky. "Non-destructive Testing of Steel Fibre Reinforced Concrete Slabs." In 2019 International Conference on Military Technologies (ICMT). IEEE, 2019. http://dx.doi.org/10.1109/miltechs.2019.8870051.

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Chintakunta, Satish R., and Shane D. Boone. "Non-destructive inspection protocol for reinforced concrete barriers and bridge railings." In 40TH ANNUAL REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION: Incorporating the 10th International Conference on Barkhausen Noise and Micromagnetic Testing. AIP Publishing LLC, 2014. http://dx.doi.org/10.1063/1.4864910.

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Benitez, D. S. "The Application of Magneto Inductive Sensors for Non-Destructive Testing of Steel Reinforcing Bars Embedded Within Pre-Stressed and Reinforced Concrete." In QUANTITATIVE NONDESTRUCTIVE EVALUATION. AIP, 2006. http://dx.doi.org/10.1063/1.2184672.

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Chang, Junjie, Chao Lu, and Koichiro Kawashima. "Development of Non-contact Air Coupled Ultrasonic Testing system for reinforced concrete structure." In 2013 Far East Forum on Nondestructive Evaluation/Testing: New Technology & Application (FENDT). IEEE, 2013. http://dx.doi.org/10.1109/fendt.2013.6635555.

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Zhang, J. Jennifer, and Lee J. Tunon-Sanjur. "Non-Linear Analysis of AP1000 Auxiliary and Shield Building Subjected to Combined Accident Thermal and Seismic Loadings." In 2014 22nd International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/icone22-31263.

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Under the combined accident thermal and seismic loadings, the structural response of the AP1000 Auxiliary and Shield Building (ASB) is numerically investigated. A nonlinear Finite Element Model (FEM) of the AP1000 ASB is developed, in which the rebar in the reinforced concrete is explicitly described and the nonlinear behavior of the concrete is considered. The numerical modeling method and material models used by the reinforced concrete are validated by the testing results published in the literature. The propagation of the thermal loading-induced concrete cracks along the wall thickness is s
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Fowler, Timothy J., Luis O. Yepez, and Charles A. Barnes. "Acoustic emission monitoring of reinforced and prestressed concrete structures." In Non-Destructive Evaluation Techniques for Aging Infrastructure & Manufacturing, edited by Ronald D. Medlock and David C. Laffrey. SPIE, 1998. http://dx.doi.org/10.1117/12.300100.

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Šešlija, Miloš, Vlastimir Radonjanin, and Nebojša Radović. "Testing of pervious concrete with non-destructive methods." In Fifth International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/cetra.2018.939.

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"Air-Coupled Ultrasonic Non-destructive Test in Single- Reinforced Concrete." In 2nd International Conference on Disaster Management and Civil Engineering. Universal Researchers, 2016. http://dx.doi.org/10.17758/ur.u0416312.

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Chen, Ming, Chen Chen, and Shu-Ping Chang. "Construction Usage Of Reinforced Steel And Non-Destructive Testing." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-202.

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Shen, Yu, Biao Ma, and Ruilong Wang. "Experimental investigation of precast assembled bridge columns with UHPC-filled connections." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1298.

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&lt;p&gt;Accelerated bridge construction (ABC) has attracted substantial attentions around the world owing to advantages of minimizing construction delivery time, improving component material quality and promoting overall-economy performance. An essential factor in widespread and successful implementation of the ABC lies in the reliable connections between precast units. In this study, the distinction of seismic performance between the high and short precast reinforced concrete pier columns with a new column-to-footing (or cap beam) connection filled with ultra-high performance concrete (UHPC)
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Reports on the topic "Reinforced concrete; Non-destructive testing"

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Wang, Yao, Mirela D. Tumbeva, and Ashley P. Thrall. Evaluating Reserve Strength of Girder Bridges Due to Bridge Rail Load Shedding. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317308.

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This research experimentally and numerically evaluated the reserve strength of girder bridges due to bridge rail load shedding. The investigation included: (1) performing non-destructive field testing on two steel girder bridges and one prestressed concrete girder bridge, (2) developing validated finite element numerical models, and (3) performing parametric numerical investigations using the validated numerical modeling approach. Measured data indicated that intact, integral, reinforced concrete rails participate in carrying live load. Research results culminated in recommendations to evaluat
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Zoldners, N. G., and J. A. Soles. An annotated bibliography of non-destructive testing of concrete: 1975-1984. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1985. http://dx.doi.org/10.4095/305035.

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Clayton, Dwight A., Lev Khazanovich, Mattia Zammerachi, and N. Dianne Bull Ezell. Linear Array Ultrasonic Testing Of A Thick Concrete Specimens For Non-Destructive Evaluation. Office of Scientific and Technical Information (OSTI), 2017. http://dx.doi.org/10.2172/1355888.

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