Gotowa bibliografia na temat „Concrete tensile strength”
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Artykuły w czasopismach na temat "Concrete tensile strength"
Biel, Timothy D., i Hosin Lee. "Magnesium Oxychloride Cement Concrete with Recycled Tire Rubber". Transportation Research Record: Journal of the Transportation Research Board 1561, nr 1 (styczeń 1996): 6–12. http://dx.doi.org/10.1177/0361198196156100102.
Pełny tekst źródłaWindisch, Andor. "The tensile strength: The most fundamental mechanical characteristics of concrete". Concrete Structures 22 (2021): 1–4. http://dx.doi.org/10.32970/cs.2021.1.1.
Pełny tekst źródłaLiao, Wen-Cheng, Po-Shao Chen, Chung-Wen Hung i Suyash Kishor Wagh. "An Innovative Test Method for Tensile Strength of Concrete by Applying the Strut-and-Tie Methodology". Materials 13, nr 12 (18.06.2020): 2776. http://dx.doi.org/10.3390/ma13122776.
Pełny tekst źródłaSaud, Abdullah F., Hakim S. Abdelgader i Ali S. El-Baden. "Compressive and Tensile Strength of Two-Stage Concrete". Advanced Materials Research 893 (luty 2014): 585–92. http://dx.doi.org/10.4028/www.scientific.net/amr.893.585.
Pełny tekst źródłaLi, Rui, Lei Liu, Zhihua Zhang i Huaming An. "Experimental Study of Brazilian Tensile Strength of Concrete Under Static Loads". E3S Web of Conferences 206 (2020): 01018. http://dx.doi.org/10.1051/e3sconf/202020601018.
Pełny tekst źródłaKhasanov, Bakhridin, Ruzimurat Choriev, Zukhra Ismailova, Guzal Eshchanova i Timur Mirzaev. "Study of the strength properties of modified concrete in tension". E3S Web of Conferences 365 (2023): 02004. http://dx.doi.org/10.1051/e3sconf/202336502004.
Pełny tekst źródłaMakrides-Saravanos, Elli, i T. Rezansoff. "The effect of a chloride-based accelerating admixture on the tensile strength of concrete". Canadian Journal of Civil Engineering 12, nr 3 (1.09.1985): 673–84. http://dx.doi.org/10.1139/l85-074.
Pełny tekst źródłaHe, Xi Xi, i Ping Fang. "Influence of Concrete Strength Grade and Age on Three Tensile Strengths". Advanced Materials Research 450-451 (styczeń 2012): 179–86. http://dx.doi.org/10.4028/www.scientific.net/amr.450-451.179.
Pełny tekst źródłaVodička, Jan, Vladimír Křístek i Václav Ráček. "Strength Classes of Concrete versus Strength Classes of Fibre Concrete". Solid State Phenomena 249 (kwiecień 2016): 112–18. http://dx.doi.org/10.4028/www.scientific.net/ssp.249.112.
Pełny tekst źródłaBlazy, Julia, Łukasz Drobiec i Paweł Wolka. "Flexural Tensile Strength of Concrete with Synthetic Fibers". Materials 14, nr 16 (7.08.2021): 4428. http://dx.doi.org/10.3390/ma14164428.
Pełny tekst źródłaRozprawy doktorskie na temat "Concrete tensile strength"
Fields, Kelvin L. "Tension stiffening response of high-strength reinforced concrete tensile members". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0002/MQ35492.pdf.
Pełny tekst źródłaMahjoub-Moghaddas, Hamid. "Tensile and shear impact strength of concrete and fibre reinforced concrete". Thesis, Cardiff University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261439.
Pełny tekst źródłaZheng, Wei, i 鄭偉. "Shock vibration resistance and direct tensile strength of concrete". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2001. http://hub.hku.hk/bib/B31242753.
Pełny tekst źródłaZheng, Wei. "Shock vibration resistance and direct tensile strength of concrete". Hong Kong : University of Hong Kong, 2001. http://sunzi.lib.hku.hk/hkuto/record.jsp?B23273124.
Pełny tekst źródłaSrinivasan, Geetha. "Evaluation of indirect tensile strength to identify asphalt concrete rutting potential". Morgantown, W. Va. : [West Virginia University Libraries], 2004. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3477.
Pełny tekst źródłaTitle from document title page. Document formatted into pages; contains vii, 65 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 52-53).
JUNIOR, JOAQUIM NUNES MARTINS. "TENSILE STRENGTH OF A CONCRETE ANCHORING SUBJECTED TO IMPACT LOAD". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=8724@1.
Pełny tekst źródłaEste trabalho tem como objetivo estudar a resistência de um sistema de ancoragem composto de pinos com cabeça embutidos no concreto, quando submetidos a cargas de impacto. A variável adotada foi a taxa de carregamento cujos valores mínimo e máximo foram 0,015 kN/s (estático) e 54.885 kN/s, respectivamente. O sistema de ancoragem foi projetado de forma que a ruptura fosse governada pelo arrancamento do cone de ruptura. Foram ensaiados onze blocos de concreto com um pino embutido no concreto, sujeitos a diferentes taxas de aplicação de carga. Foram também ensaiados quinze corpos-de-prova de concreto à compressão diametral e nove pinos à tração, também sujeitos a diferentes taxas de aplicação de carga. O objetivo desses ensaios foi verificar a influência da taxa de carregamento sobre as resistências dos materiais - concreto e aço - que participam do sistema de ancoragem. Os resultados mostraram que a área da superfície e a inclinação do cone de ruptura não sofrem grandes alterações. A carga de ruptura do cone de concreto cresce com a taxa de carregamento, e que esse crescimento pode ser descrito por uma função logarítmica. O mesmo foi observado para a resistência à tração do concreto por compressão diametral e para os pinos.
This work investigates the strength of a concrete anchor system constituted of headed studs embedded in concrete subjected to impact tension load. The main variable was the loading rate which varied from a minimum of 0,015 kN/s (static) to a maximum of 54885 kN/s. The anchor system was designed so that the failure was governed by concrete cone breakout. Eleven concrete blocks with a single headed stud were tested under different loading rates. In addition, fifteen concrete cylinders subjected to compression along a diameter (split cylinder test) and nine headed studs subjected to tension were tested under different loading rates in order to investigate the effects of the loading rate on the strength of concrete and steel separately. The results showed that the area and the angle of the concrete cone were not affected by the loading rate. The failure load of the concrete cone increases as the loading rate increases and this phenomenon can be described by a logarithmic function. The concrete split tensile strength and the steel tensile strength also increase as the loading rate increases.
Mahawish, Ali Hassan. "Axisymmetric compression testing of concrete by nitrogen". Thesis, Cardiff University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.316326.
Pełny tekst źródłaOLIVEIRA, WALTER EDGLEY DE. "EXPERIMENTAL STUDY ON THE TENSILE STRENGTH OF ANCHORAGE PLATES EMBEDDED IN CONCRETE". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2003. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4239@1.
Pełny tekst źródłaELETROBRAS TERMONUCLEAR S.A - ELETRONUCLEAR
Placas de ancoragem embutidas em concreto são empregadas, geralmente, com a finalidade de permitir a fixação de elementos para a introdução de cargas concentradas nas estruturas de concreto, bem como viabilizar as ligações estruturais entre componentes pré-fabricados. As placas são ancoradas no concreto através de pinos soldados a elas. Estas placas são bastante empregadas em estruturas de usinas nucleares onde um grande número de equipamentos e tubulações são apoiados na estrutura de concreto. A pesquisa é de natureza experimental e tem como objetivo investigar a redução da resistência à tração de placas de ancoragem com grupo de chumbadores, placas instaladas com pequena distância dos bordos do elemento de concreto, e também de duas placas adjacentes, devido a interferência de seus cones de ruptura. A eficiência de uma armadura de suspensão (que transmite a carga além do cone de ruptura), também é verificada. Os resultados experimentais sugerem uma notável redução da resistência à tração para placas com grupo de chumbadores, e que o uso da armadura de suspensão para placa instalada nas proximidades do bordo do elemento de concreto não é muito eficiente. A armadura de suspensão apresentou um bom rendimento quando foi empregada em placas com grupo de chumbadores. Os resultados teóricos obtidos através de equações desenvolvidas para estimativa da carga de ruptura, apresentaram, de maneira geral, uma boa aproximação quando comparados com os resultados experimentais.
Anchorage plates embedded in concrete are used with the purpose of allowing the fixation of elements for the introduction of concentrated loads into concrete structures, as well as to make possible the structural connections between prefabricated components. The plates are anchored in the concrete through studs welded to them. These plates are used in structures of nuclear power stations where a great number of equipments and pipings are fixed in the concrete structure. The research is of experimental nature and its objective is to investigate the reduction of the tensile strength of multiple studs group, anchorage plates located close to a free edge, and also of two adjacent plates, due to interference of failure concrete cones. The efficiency of an additional reinforcement (that transfers the load beyond the concrete cone), is also addressed. The experimental results suggest a significant reduction of the tensile strength for plates with studs group, and that the use of the additional reinforcement for anchorage plates located close to a free edge is not too efficient. The additional reinforcement presented a good efficiency when it was used in plates with studs group. The theoretical results obtained from equations developed to estimate the concrete failure load show, in a general way, a good agreement with the experimental results.
Azizipesteh, Baglo Hamid Reza. "Effect of various mix parameters on the true tensile strength of concrete". Thesis, Loughborough University, 2013. https://dspace.lboro.ac.uk/2134/12560.
Pełny tekst źródłaLi, Guang. "The effect of moisture content on the tensile strength properties of concrete". [Gainesville, Fla.] : University of Florida, 2004. http://purl.fcla.edu/fcla/etd/UFE0004782.
Pełny tekst źródłaKsiążki na temat "Concrete tensile strength"
Harrington, M. The torque test: A proposed new test to establish the tensile strength of concrete. [London]: Queen Mary and Westfield College, 1998.
Znajdź pełny tekst źródłaMirvish, Anthony. The effects of bi-axial tension on the behavior of lap splices in high-strength reinforced concrete shell elements. Ottawa: National Library of Canada, 1996.
Znajdź pełny tekst źródłaKeller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.
Pełny tekst źródłaCzęści książek na temat "Concrete tensile strength"
Kim, D. J., K. Wille, A. E. Naaman i S. El-Tawil. "Strength Dependent Tensile Behavior of Strain Hardening Fiber Reinforced Concrete". W High Performance Fiber Reinforced Cement Composites 6, 3–10. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_1.
Pełny tekst źródłaWeerheijm, J. "Axial Dynamic Tensile Strength of Concrete under Static Lateral Compression". W Fracture and Damage Mechanics V, 991–94. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-413-8.991.
Pełny tekst źródłaNanda, Anil Kumar, i Jaspal Singh. "Relationship Between Compressive Strength and Split Tensile Strength for Sustainable Concrete—A Case Study". W Lecture Notes in Civil Engineering, 733–40. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9554-7_65.
Pełny tekst źródłaLe, An Hoang. "Evaluation of the Splitting Tensile Strength of Ultra-High Performance Concrete". W RILEM Bookseries, 1149–60. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58482-5_101.
Pełny tekst źródłaMirza, Olivia, Brendan Kirkland, Kurt Bogart i Todd Clarke. "Post-Fire Flexural Tensile Strength of Macro Synthetic Fibre Reinforced Concrete". W RILEM Bookseries, 140–50. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58482-5_13.
Pełny tekst źródłaGupta, Abhishek Kumar, Km Shalini Kumari i Sawan Kumar Gupta. "Comparative Analysis of Tensile Strength for Scrap Electrical Wire-Reinforced Concrete". W Sustainable Technology and Advanced Computing in Electrical Engineering, 11–22. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4364-5_2.
Pełny tekst źródłaVaradharajan, S., S. V. Kirthanashri, Mohammad Shahban, Bishnu Kant Shukla i Gaurav Bharti. "ANN Model for Prediction of Compressive and Tensile Strength of Bacterial Concrete". W Lecture Notes in Civil Engineering, 333–39. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4739-1_31.
Pełny tekst źródłaLe, An Hoang. "An Experimental Evaluation of Direct Tensile Strength for Ultra-high Performance Concrete". W RILEM Bookseries, 958–64. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83719-8_82.
Pełny tekst źródłaCampos, Richard, Matias M. Mendez Larrain, Musharraf Zaman i Victor Pozadas. "Relationships Between Compressive and Splitting Tensile Strengths of Cast and Core High-Strength Concrete Cylinders". W Smart and Green Solutions for Civil Infrastructures Incorporating Geological and Geotechnical Aspects, 58–69. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79650-1_5.
Pełny tekst źródłaNeunzig, Christian, Thomas Heiermann i Michael Raupach. "Determination of the Uniaxial Tensile Strength of Concrete with a Modified Test Setup". W Strain-Hardening Cement-Based Composites, 316–23. Dordrecht: Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_37.
Pełny tekst źródłaStreszczenia konferencji na temat "Concrete tensile strength"
"Prediction of Dynamic Tensile Strength". W SP-175: Concrete and Blast Effects. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5924.
Pełny tekst źródłaRenić, Tvrtko, i Tomislav Kišiček. "Direct tensile strength test of concrete". W 4th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/phdsym.2018.09.
Pełny tekst źródłaBoyd, Andrew, Andrew Komar, Gaowei Xu i Andrea Leone. "Tensile strength for evaluating deterioration in concrete". W Fifth International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/cetra.2018.915.
Pełny tekst źródłaLi, N., i A. A. A. Molenaar. "Prediction of Tensile Strength of Asphalt Concrete". W Second International Conference on Sustainable Construction Materials: Design, Performance, and Application. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412671.0024.
Pełny tekst źródła"Tensile Strength of Continuous Fiber Bar Under High Temperature". W SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/3954.
Pełny tekst źródłaO, J., i R. J. "Direct Tensile Strength in Joint of Roller Compacted Concrete Dams". W Fifth International Conference on Advances in Civil, Structural and Environmental Engineering - ACSEE 2017. Institute of Research Engineers and Doctors, 2017. http://dx.doi.org/10.15224/978-1-63248-122-1-11.
Pełny tekst źródłaOikava, Fernanda F., João de Almeida M. Filho i Gleicyanne O. de S. Portela. "STEEL FIBERS ADDITION EFFECT OF ON TENSILE STRENGTH OF CONCRETE". W Brazilian Conference on Composite Materials. Pontifícia Universidade Católica do Rio de Janeiro, 2018. http://dx.doi.org/10.21452/bccm4.2018.02.25.
Pełny tekst źródła"Strength Degradation of AR-Glass Filaments Due to Cyclic Tensile Loading". W SP-251: Design & Applications of Textile-Reinforced Concrete. American Concrete Institute, 2008. http://dx.doi.org/10.14359/20151.
Pełny tekst źródła"Tensile Postcrack Behavior of Steel Fiber Reinforced Ultra-High Strength Concrete". W SP-159: International Workshop on High Performance Concrete. American Concrete Institute, 1996. http://dx.doi.org/10.14359/1384.
Pełny tekst źródłaMakunza, John K., i G. Senthil Kumaran. "An Experimental Investigation on Suitability of Using Sisal Fibers in Reinforced Concrete Composites". W 4th International Conference on Bio-Based Building Materials. Switzerland: Trans Tech Publications Ltd, 2022. http://dx.doi.org/10.4028/www.scientific.net/cta.1.24.
Pełny tekst źródłaRaporty organizacyjne na temat "Concrete tensile strength"
Moser, Robert, Preet Singh, Lawrence Kahn, Kimberly Kurtis, David González Niño i Zackery McClelland. Crevice corrosion and environmentally assisted cracking of high-strength duplex stainless steels in simulated concrete pore solutions. Engineer Research and Development Center (U.S.), sierpień 2021. http://dx.doi.org/10.21079/11681/41620.
Pełny tekst źródłaWeiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski i Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), maj 2021. http://dx.doi.org/10.21079/11681/40683.
Pełny tekst źródłaEXPERIMENTAL STUDY ON MECHANICAL PROPERTIES AND OPTIMIZATION OF CHOPPED BASALT FIBER REINFORCED CONCRETE. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.251.
Pełny tekst źródłaEXPERIMENTAL STUDY ON WELDING RESIDUAL STRESS OF TWO-WAY STIFFENED STEEL PLATES. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.531.
Pełny tekst źródłaCTA #34. Web Shear Strength of Prestressed Concrete Members. Precast/Prestressed Concrete Institute, 1987. http://dx.doi.org/10.15554/pci.cta-34.
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