Gotowe bibliografie tematyczne / Concrete Fatigue

Spis treści

  1. Artykuły w czasopismach
  2. Rozprawy doktorskie
  3. Książki
  4. Części książek
  5. Streszczenia konferencji
  6. Raporty organizacyjne

Gotowa bibliografia na temat „Concrete Fatigue”

Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 7 września 2023

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Artykuły w czasopismach na temat "Concrete Fatigue"

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Liu, Hanbing, Guobao Luo, Peilei Zhou, Haibin Wei, Wenjun Li, and Di Yu. "Flexural-Fatigue Properties of Sustainable Pervious Concrete Pavement Material Containing Ground Tire Rubber and Silica Fume." Sustainability 11, no. 16 (August 18, 2019): 4467. http://dx.doi.org/10.3390/su11164467.

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With the development of urbanization, pervious concrete has been increasingly used in urban road pavement structures. The objective of this paper was to investigate the effect of stress levels and modifier (ground tire rubber and silica fume) on the fatigue life of pervious concrete and establish the fatigue equations with different survival probabilities. In order to improve the deformability of pervious concrete without sacrificing its strength, ground tire rubber and silica fume were added into pervious concrete. Two kinds of pervious concrete, control pervious concrete and ground tire rubb
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Chen, Bo, Liping Guo, and Wei Sun. "Fatigue Performance and Multiscale Mechanisms of Concrete Toughened by Polymers and Waste Rubber." Advances in Materials Science and Engineering 2014 (2014): 1–7. http://dx.doi.org/10.1155/2014/684207.

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For improving bending toughness and fatigue performance of brittle cement-based composites, two types of water-soluble polymers (such as dispersible latex powder and polyvinyl alcohol powder) and waste tire-rubber powders are added to concrete as admixtures. Multiscale toughening mechanisms of these additions in concretes were comprehensively investigated. Four-point bending fatigue performance of four series concretes is conducted under a stress level of 0.70. The results show that the effects of dispersible latex powder on bending toughness and fatigue life of concrete are better than those
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Cao, Qing Yu, Wei Sun, and Li Ping Guo. "Study on Gas Anti-Permeability of Fiber Concrete under Fatigue Loading." Advanced Materials Research 243-249 (May 2011): 793–96. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.793.

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Cracking is the most common damage in the secondary lining concrete because of its continuous thin-walled structure, potential surrounding rock pressure and poor curing conditions. In order to improve the fatigue and gas perimeability resistance of concrete and to reduce the responding costs, four series modern concretes including ultra-fine pozzolanic powder and organic fibers are prepared and investigated. The optimized modern secondary lining concrete is determined as the concrete including 0.08% or 0.1% volume fractions of ultra-fine organic fiber (UF), based on the test results of fatigue
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Raue, Erich, and Enrico Tartsch. "EXPERIMENTAL RESULTS OF FATIGUE AND SUSTAINED LOAD TESTS ON AUTOCLAVED AERATED CONCRETE." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 11, no. 2 (June 30, 2005): 121–27. http://dx.doi.org/10.3846/13923730.2005.9636341.

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The fatigue strength of concrete is lower than its static strength. An attempt was made to accelerate the destabilisation process due to microcracking by the application of fatigue loads. The aim of this was to get ready access to information about concrete's sustained loading strength. The fatigue strength of autoclaved aerated concrete (AAC) was observed by applying cyclic loads to unreinforced cylinders. AAC was found to be less sensitive to fatigue loads than lightweight concrete. The fatigue tests were supplemented by tests using sustained loads. It could be assumed that the behaviour und
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Chuong, Le Hong, Ung Quoc Trang, and Ngo Lam. "Asphalt concrete testing device: Studying and designing based on the properties of asphalt concrete." Journal of Science and Technology in Civil Engineering (STCE) - NUCE 13, no. 1 (January 31, 2019): 60–65. http://dx.doi.org/10.31814/stce.nuce2019-13(1)-06.

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With the purpose of obtaining the shear strength parameters (friction angle, φ, and cohesion, c) of asphalt concretes. At the present time, almost the testing devices were designed based on the condition of the vehicle's load when they are moving on the pavement structure. That means, the fatigue resistance of the interfaces was determined through the loads acting at the interfaces between layers are repetitive mechanical action of the moving vehicles. With that view, the ratio of the normal and shear fatigue loads of asphalt concrete was not considered in terms of the nature of the material.
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Tamayo, Pablo, Gilberto García Del Ángel, José A. Sainz-Aja, Ana I. Cimentada, Jesús Setién, Juan A. Polanco, and Carlos Thomas. "Fatigue Behaviour of Concrete Using Siderurgical Aggregates." Applied Sciences 13, no. 4 (February 14, 2023): 2439. http://dx.doi.org/10.3390/app13042439.

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The use of concrete with aggregates with reduced environmental impact, as is the case of concrete with siderurgical aggregates (recovered slags), will inevitably increase in the future, as a result of policies promoting development of more sustainable construction materials. These concretes offer an excellent response to static loads, but their behaviour under dynamic loads has not yet been studied. The aim of this study is to characterize the fatigue behaviour, in terms of fatigue limit, of a concrete with siderurgical aggregates by comparing it with an analogous conventional limestone concre
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Wilkes, W. Jack. "FATIGUE Concrete vs. Steel." PCI Journal 34, no. 4 (July 1, 1989): 76–79. http://dx.doi.org/10.15554/pcij.07011989.76.79.

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Hobbs, R. E. "Fatigue of reinforced concrete." International Journal of Fatigue 14, no. 6 (November 1992): 410. http://dx.doi.org/10.1016/0142-1123(92)90230-a.

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Yan, Hui Qun, Qing Yuan Wang, and Ning Yan. "Experimental Research on Fatigue Behavior of Recycled Aggregate Reinforcement Concrete Made from Building Scrap." Advanced Materials Research 339 (September 2011): 448–51. http://dx.doi.org/10.4028/www.scientific.net/amr.339.448.

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In consistent with sustaining development, circularly utilizing the scrap concrete was an important measure for country and human beings. With the development and extensive application of Recycled aggregate concrete (RAC), it, as a structure, certainly would be attacked by unfavorable environments and occurred destroy or invalidation, such as fatigue (vibration load of vehicle or equipment). But, its fatigue behavior is different from other concretes as a result of different property of the aggregate of recycled concrete and other concrete. In order to apply RAC more effectively, it is necessa
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Adresi, Mostafa, Jean-Marc Tulliani, Giuseppe Lacidogna, and Paola Antonaci. "A Novel Life Prediction Model Based on Monitoring Electrical Properties of Self-Sensing Cement-Based Materials." Applied Sciences 11, no. 11 (May 30, 2021): 5080. http://dx.doi.org/10.3390/app11115080.

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Assessing the damage level in concrete infrastructures over time is a critical issue to plan their timely maintenance with proper actions. Self-sensing concretes offer new opportunities for damage assessment by monitoring their electrical properties and relating their variations to damage levels. In this research, fatigue tests were conducted to study the response of a self-sensing concrete under high-cycle dynamic loading. The concept of G-value was defined as the slope of the voltage response baseline of the self-sensing concrete over time that reflects the damage created under the fatigue-l
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Rozprawy doktorskie na temat "Concrete Fatigue"

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Katwan, Moufaq Jassem. "Corrosion fatigue of reinforced concrete." Thesis, University of Glasgow, 1988. http://theses.gla.ac.uk/5327/.

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This work is concerned with the corrosion fatigue characteristics of full-scale reinforced concrete beams partially submerged in 3.5% NaCl solution or in tapwater of low dissolved salt content. The test beams were subjected to constant amplitude fatigue loading in uni-directional or reverse bending at slow cycle rate of 0.17 Hz and various load levels. The test programme had two stages: Stage I, carried out at relatively high load levels, represented a study of the fatigue-failure phenomenon but also provided guides for the more detailed study undertaken in Stage II which was devoted to low lo
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Gordon, Paul Mark. "Low Cycle Fatigue Behavior of Concrete with Recycled Concrete Aggregates." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/577.

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A comparison of concrete containing recycled concrete coarse aggregates and natural coarse aggregates subjected to high strain, low cycle compressive fatigue is presented. Using a strain based feedback control loop, concrete cylinders are compressed at 15µε/s to a specified strain then unloaded to zero stress for 10 cycles. After cycling, all samples are loaded to a strain of 0.008. Direct concrete material variables are the water to cement (w/c) ratio, taken as 0.60, 0.45, and 0.39, and percent coarse recycled concrete aggregate content, varied from zero to 100 percent. The primary testing va
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Foo, M. H. "Behaviour of partially prestressed concrete structures under fatigue loading /." Title page, table of contents and abstract only, 1986. http://web4.library.adelaide.edu.au/theses/09PH/09phf686.pdf.

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Vetsa, Appalaraju. "Performance of doweled concrete joints subjected to fatigue loading." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=3059.

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Thesis (M.S.)--West Virginia University, 2003.<br>Title from document title page. Document formatted into pages; contains xi, 114 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 102-105).
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Luheshi, Yousef Bashir. "The fatigue characteristics of precast concrete raft units." Thesis, University of Newcastle Upon Tyne, 1997. http://hdl.handle.net/10443/1582.

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This research project represents a continuation of the research programme into Precast Concrete Pavement Units, "P. C. P. U. ", which is based in the Department of Civil Engineering at the University of Newcastle upon Tyne. The units were referred to as raft units throughout the thesis which focused on the use of raft units as a full concrete paving system for aircraft parking, taxiway, and other low speed areas, at airports. The physical full scale test model was designed and constructed to represent the applied loading from one of the dual wheel legs of the design aircraft, a Boeing 727-200,
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James, Valontino Ruwhellon. "Fatigue Behaviour of CFRP Strengthened Reinforced Concrete Beams." Master's thesis, Faculty of Engineering and the Built Environment, 2020. http://hdl.handle.net/11427/32274.

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The performance of reinforced concrete (RC) structures, such as bridges in the heavy haul industry, may be severely impacted by fatigue when subjected to repeated cyclic loading. Fatigue not only reduces load carrying capacity and serviceability limit states (SLS), but it can cause structural failure even when the components are subjected to low stress range cyclic loading. Corrosion damage exacerbates fatigue related problems as chloride induced pitting corrosion facilitates the formation and gradual propagation of cracks under cyclic loading. A common rehabilitation and retrofitting approach
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Dung, Pham-Thanh. "Strengthening of concrete bridges using reinforced sprayed concrete under state and fatigue loading." Thesis, Queen Mary, University of London, 1997. http://qmro.qmul.ac.uk/xmlui/handle/123456789/1575.

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The Department of Transport's bridge assessment programme has revealed that a significant number of bridges are not strong enough to carry the much heavier commercial axle loads that will soon be applied to UK bridges. To address this problem, this research investigates a technique of strengthening concrete bridges by bonding and encapsulating an extra layer of reinforcement using sprayed concrete to the soffit of the bridge to increase the flexural capacity. An experimental investigation on approximately one eighth scale reinforced concrete slabs strengthened by different amounts of reinforce
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Al-Azzawi, Bakr. "Fatigue of reinforced concrete beams retrofitted with ultra-high performance fibre- reinforced concrete." Thesis, Cardiff University, 2018. http://orca.cf.ac.uk/108101/.

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Concrete structures deteriorate over time due to different reasons and thus may not perform their function satisfactorily. Repair and rehabilitation of deteriorated concrete structures is often preferred over demolition and rebuilding for economic reasons. Various metallic and nonmetallic materials have been used in the past for repair and rehabilitation. These materials have advantages and disadvantages. The latter are connected with the mismatch in the properties of these materials with the material of the structure being repaired which often resulted in unwanted failure modes, e.g. delamina
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Lee, Hon. "Fatigue behavior of concrete beams prestressed with glass fiber reinforced plastic (GFRP) tendon /." View abstract or full-text, 2007. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202007%20LEE.

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Yacoub, Mohamad Toufic 1957. "PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS." Thesis, The University of Arizona, 1986. http://hdl.handle.net/10150/275564.

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Książki na temat "Concrete Fatigue"

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Mallett, G. P. Fatigue of reinforced concrete. London: HMSO, 1991.

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Chia, Way Seng. Effect of prestress on the fatigue life of concrete. [Austin, Tex.]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1986.

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Association, British Cement. Deflections in concrete slabs and beams: Report of a joint project of the British Cement Association, The Concrete Society and The Concrete Centre. Camberley [England]: Concrete Society, 2005.

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E, Romer Andrew, AWWA Research Foundation, and United States. Environmental Protection Agency., eds. Failure of prestressed concrete cylinder pipe. Denver, Colo: Awwa Research Foundation, 2008.

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E, Romer Andrew, AWWA Research Foundation, and United States. Environmental Protection Agency., eds. Failure of prestressed concrete cylinder pipe. Denver, Colo: Awwa Research Foundation, 2008.

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E, Romer Andrew, AWWA Research Foundation, and United States. Environmental Protection Agency., eds. Failure of prestressed concrete cylinder pipe. Denver, Colo: Awwa Research Foundation, 2008.

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Muller, J. F. Fatigue of prestressed concrete beams with inclined strands. Brisbane: University ofQueensland, Dept. of Civil Engineering, 1992.

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1926-, Zia Paul, North Carolina. Dept. of Transportation. Research and Analysis Group., and North Carolina State University. Dept. of Civil Engineering., eds. Fatigue performance of large-sized long-span prestressed concrete girders impaired by transverse cracks. Raleigh, NC: North Carolina Dept. of Transportation, Research & Analysis, 2002.

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Organisation for Economic Co-Operation and Development., ed. OECD full-scale pavement test. Paris, France: Organisation for Economic Co-Operation and Development, 1991.

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Tejchman, Jacek. Simulations of strain localization in plain and reinforced concrete with enhanced continuum models. Gdańsk: Wydawn. Politechniki Gdańskiej, 2010.

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Części książek na temat "Concrete Fatigue"

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Alliche, A., and D. Francois. "Fatigue Damage of Concrete." In Fracture of Concrete and Rock, 88–95. New York, NY: Springer New York, 1989. http://dx.doi.org/10.1007/978-1-4612-3578-1_10.

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Libby, James R. "Direct Stress Members, Temperature, and Fatigue." In Modern Prestressed Concrete, 501–35. Boston, MA: Springer US, 1990. http://dx.doi.org/10.1007/978-1-4615-3918-6_11.

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Baluch, M. H., A. B. Qureshy, and A. K. Azad. "Fatigue Crack Propagation in Plain Concrete." In Fracture of Concrete and Rock, 80–87. New York, NY: Springer New York, 1989. http://dx.doi.org/10.1007/978-1-4612-3578-1_9.

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Aguilar, M., H. Becks, A. Baktheer, M. Classen, and R. Chudoba. "Effect of lateral confinement on concrete fatigue life under shear loading." In Computational Modelling of Concrete and Concrete Structures, 154–61. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003316404-19.

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Destrebecq, Jean-François. "Cyclic and Dynamic Loading Fatigue of Structural Concrete." In Mechanical Behavior of Concrete, 185–224. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118557587.ch5.

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Sasiadek, StanisŁaw. "Fatigue Strength of Concrete with Limestone Aggregate." In Brittle Matrix Composites 3, 148–53. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3646-4_16.

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Rantala, Tommi, Olli Kerokoski, Antti Nurmikolu, and Anssi Laaksonen. "Fatigue Loading Tests of Concrete Railway Sleepers." In High Tech Concrete: Where Technology and Engineering Meet, 1445–52. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_166.

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Binsheng, Zhang, Zhu Zhaohong, and Wu Keru. "Fatigue Rupture of Plain Concrete Analysed by Fracture Mechanics." In Fracture of Concrete and Rock, 58–63. New York, NY: Springer New York, 1989. http://dx.doi.org/10.1007/978-1-4612-3578-1_6.

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Baktheer, A., M. Aguilar, R. Chudoba, and M. Vořechovský. "Monotonic and fatigue behavior of cementitious composites modeled via a coupled sliding-decohesion-compression interface model." In Computational Modelling of Concrete and Concrete Structures, 510–19. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003316404-60.

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Koekkoek, Rutger T., Cor van der Veen, and Ane de Boer. "Fatigue Tests on Post-tensioned Bridge Decks." In High Tech Concrete: Where Technology and Engineering Meet, 912–20. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_106.

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Streszczenia konferencji na temat "Concrete Fatigue"

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"Fatigue of High-Strength Concrete." In SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/3740.

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Myrtja, E. "Strain development of high strength grouts under compressive fatigue loading and determination of fatigue properties from self-heating measurements." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.235506.

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Ortega, J. "Error in the probabilistic characterisation of concrete fatigue." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.233352.

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Burcharth, Hans F. "Fatigue in Breakwater Concrete Armour Units." In 19th International Conference on Coastal Engineering. New York, NY: American Society of Civil Engineers, 1985. http://dx.doi.org/10.1061/9780872624382.175.

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"Concrete Damage as a Fatigue Phenomenon." In SP-205: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2002. http://dx.doi.org/10.14359/11647.

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Cervenka, J. "Modelling of high-cycle fatigue crack growth in concrete." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.236385.

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"Fatigue Characteristics of Reinforced Concrete in Water." In SP-109: Concrete in Marine Environment. American Concrete Institute, 1988. http://dx.doi.org/10.14359/2061.

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Keerthana, K. "Effect of Loading Frequency on Flexural Fatigue Behaviour of Concrete." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.233285.

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Qiu, Jishen, Pui See Phan, and En-Hua Yang. "Feasibility Study on ECC Fatigue Life Extension through Self-healing." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.063.

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Ichimaru, Sonoko, Alessandro Fascetti, and John E. Bolander. "Fatigue-induced fracture of pervious concrete: physical and numerical experimentation." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.298.

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Raporty organizacyjne na temat "Concrete Fatigue"

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Smith, Matthew, Allen Hammack, Robert Moser, Quincy Alexander, Benjamin Burnham, and Sarah Williams. Concrete growth and fatigue analysis of Chickamauga Lock miter gate anchorages. Engineer Research and Development Center (U.S.), September 2017. http://dx.doi.org/10.21079/11681/23660.

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Barnes, B. Bond and low cycle fatigue behavior of thermoset composite reinforcing for the concrete industry. Office of Scientific and Technical Information (OSTI), September 1990. http://dx.doi.org/10.2172/6824948.

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Issa, Mohsen. Effect of Early-Age Concrete Elastic Properties on Fatigue Damage in PCC Pavements Containing Fibers. Illinois Center for Transportation, December 2017. http://dx.doi.org/10.36501/0197-9191/17-025.

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Olek, J., Menashi Cohen, and Charles Scholer. Use of Modulus of Rupture, Fatigue Resistance and Maturity in Determining Opening to Traffic Time for Concrete Pavements. West Lafayette, IN: Purdue University, 2003. http://dx.doi.org/10.5703/1288284313341.

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Lippert, David, Marshall Thompson, and Charles Wienrank. Performance of Interstate Rubblization in Illinois. Illinois Center for Transportation, July 2021. http://dx.doi.org/10.36501/0197-9191/21-005.

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In Illinois, hot-mix asphalt overlaid concrete pavements typically exhibit reflective cracking of joints and cracks from the pavement below, resulting in shortened life and maintenance issues. Over the years, various patching, fabric, and crack and seat techniques were attempted with few positive results. This led to more aggressive techniques to eliminate the slab action of the concrete pavement where the pavement would be broken or rubblized into pieces typically less than 12 inches. Since the first rubblizing project in 1990, policy, procedures, and specifications have evolved to the point
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FATIGUE TESTS OF COMPOSITE DECKS WITH MCL CONNECTORS. The Hong Kong Institute of Steel Construction, December 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.7.

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Full-scale fatigue tests were performed on three composite decks with the MCL (modified clothoid) connectors to investigate their fatigue performance. Fatigue life and failure mode of the composite bridge decks were explored by measuring the specimens with three different stress amplitudes. The deflection, strain, carrying capacity, and stiffness degradation of the composite decks were measured and analyzed in the test. In addition, parameter analysis was performed using finite-element method in this study. Results showed that the mechanical performance of the composite decks accorded with the
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PERFORMANCE OPTIMIZATION OF A STEEL-UHPC COMPOSITE ORTHOTROPIC BRIDGE WITH INTELLIGENT ALGORITHM. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.160.

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To address the problems of pavement damage and fatigue cracking of orthotropic steel deck (OSD) in bridges, an innovative composite bridge deck composed of OSD with open ribs and ultra-high performance concrete (UHPC) layer was proposed. Firstly, the stress responses of fatigue-prone details in the composite bridge deck were investigated by refined two-scale finite element analysis. The results show that the rib-to-deck joint can achieve an infinite fatigue life, while the floorbeam detail of rib-tofloorbeam joint indicates finite fatigue life. Then, response surface models of stress ranges of
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