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Rozprawy doktorskie na temat „Concrete Fatigue”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 7 września 2023

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Seracino, R. "Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading /." Title page, contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09PH/09phs481.pdf.

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12

Karimnassaee, Ali 1959. "FLEXURAL BEHAVIOR OF LIGHTLY REINFORCED UNBONDED POST-TENSIONED CONCRETE BEAMS." Thesis, The University of Arizona, 1986. http://hdl.handle.net/10150/275510.

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13

Kgoboko, Kobamelo. "Collapse behaviour of non-ductile partially prestressed concrete bridge girders." Title page, contents and summary only, 1987. http://web4.library.adelaide.edu.au/theses/09EN/09enk445.pdf.

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14

Montazeri, Sara. "Assessing repeatability of four-point bending method for estimating fatigue cracking of hot mix asphalt." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2009. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.

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15

Walubita, Lubinda F. "Comparison of fatigue analysis approaches for predicting fatigue lives of hot-mix asphalt concrete (HMAC) mixtures." Diss., Texas A&M University, 2003. http://hdl.handle.net/1969.1/3898.

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Hot-mix asphalt concrete (HMAC) mixture fatigue characterization constitutes a fundamental component of HMAC pavement structural design and analysis to ensure adequate field fatigue performance. HMAC is a heterogeneous complex composite material of air, binder, and aggregate that behaves in a non-linear elasto-viscoplastic manner, exhibits anisotropic behavior, ages with time, and heals during traffic loading rest periods and changing environmental conditions. Comprehensive HMAC mixture fatigue analysis approaches that take into account this complex nature of HMAC are thus needed to ensure ade

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16

Heffernan, P. J. "Fatigue behaviour of reinforced concrete beams strengthened with CFRP laminates." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq22787.pdf.

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17

Johansson, Ulrika. "Fatigue tests and analysis of reinforced concrete bridge deck models /." Stockholm, 2004. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-1820.

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18

MEDEIROS, ARTHUR. "STUDY OF THE COMPRESSIVE FATIGUE BEHAVIOR OF FIBER REINFORCED CONCRETE." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2012. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34905@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>Esta pesquisa teórico-experimental teve como objetivo avaliar a influência da frequência de carregamento no comportamento à fadiga em compressão do concreto com e sem fibras e foi realizada através da colaboração entre a Pontifícia Universidade Católica do Rio de Janeiro e a Universidad de Castilla-La Mancha – Espanha durante o doutorado sanduíche. A motivação surgiu da idéia de construir torres eólicas, com cem metros de altura, em concreto de alto desempenho como uma solução

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19

ADRESI, MOSTAFA. "Concrete pavement prediction life model based on electrical response of concrete-CNTs sensors under fatigue loading." Doctoral thesis, Politecnico di Torino, 2017. http://hdl.handle.net/11583/2687875.

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Structural Health Monitoring (SHM) of important infrastructures such as Portland cement concrete pavements plays a key role in pioneer societies, to guarantee the optimum usability and performance of the infrastructure system. As an example, this is imperative to appraise the destruction level in Portland cement concrete pavements along time as to plan their maintenance with proper actions at the right time. Based on this premise, the goal of this study is to extend an extensive feasibility study to set up a novel approach for SHM of Portland cement concrete pavements and remaining life estima

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20

DeYoung, Kenneth Lee. "Flexure shear response in fatigue of fiber reinforced concrete beams with FRP tensile reinforcement." Diss., Columbia, Mo. : University of Missouri-Columbia, 2007. http://hdl.handle.net/10355/4894.

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Thesis (M.S.)--University of Missouri-Columbia, 2007.<br>The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on March 24, 2008) Includes bibliographical references.

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21

Peters, Timothy M. "Ultimate failure criteria for prestressed concrete T-beams." Thesis, Queensland University of Technology, 1989. https://eprints.qut.edu.au/36455/1/36455_Peters_1989.pdf.

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The adoption of a limit states design approach for concrete design requires a realistic assessment of the flexural capacity of reinforced, prestressed, and partially prestressed concrete structures at their ultimate limit state. The author has investigated experimentally the post-elastic behaviour of a series of continuous partially prestressed concrete T-beams and draws comparison to tests on similar beams of rectangular section. Use of photogrammetric measuring techniques to produce moment curvature relationships was made during the testing process. Results have shown that partia

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22

Rogers, Angela D. "Shear fatigue of concrete highway joint sealants in un-dowelled pavements." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0006/MQ35523.pdf.

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Goodhead, Andrew H. "The static and fatigue behavior of low profile precast concrete sleepers." Master's thesis, Faculty of Engineering and the Built Environment, 2019. http://hdl.handle.net/11427/31512.

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Low Profile precast concrete sleepers have the same vertical dimension as traditional wooden sleepers and thus offer a promising alternative to replace wooden sleepers on tracks where maintaining vertical alignment is necessary. The structural response of Low Profile precast concrete sleepers was studied under static and fatigue loading regimes using a tuned finite element model and four point flexure laboratory tests. The fatigue tests were conducted by following the procedure specified in the Australian railway code (AS 1084.14-2012). The usefulness of the Australian code fatigue test was br

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24

Baroni, Henriette Justina Manfredini. "Simulação da vida útil de fadiga do concreto em vigas de tabuleiro de pontes em função do fluxo de veículos pesados." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2010. http://hdl.handle.net/10183/26005.

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A fadiga é um processo de degradação importante, que pode se manifestar de maneira intensa em estruturas sujeitas à ação de carregamentos cíclicos, tais como as pontes rodoviárias. A fadiga consiste num mecanismo de acumulação de micro-danos, que envolve a formação e o crescimento de fissuras, e que pode, depois de um determinado número de ciclos, culminar na completa fratura do material sob ação de tensões bem inferiores à sua tensão última de ruptura. No caso de pontes rodoviárias, o procedimento de cálculo visa assegurar que as tensões de trabalho nos materiais sejam pequenas, muito inferio

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25

Giaccio, Craig 1974. "Flange effectiveness in the resistance of shear on RC T-beams subjected to point loads." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/5708.

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26

Cachim, Paulo Barreto. "Experimental and numerical analysis of the behaviour of structural concrete under fatigue loading with applications to concrete pavements." Doctoral thesis, Online version, 1999. http://hdl.handle.net/10216/11314.

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Cachim, Paulo Barreto. "Experimental and numerical analysis of the behaviour of structural concrete under fatigue loading with applications to concrete pavements." Tese, Online version, 1999. http://hdl.handle.net/10216/11314.

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28

Fassin, Manuel. "Behaviour and modelling of the inelastic response of concrete and steel-concrete infrastructures subjected to low-cycle fatigue." Doctoral thesis, Università degli studi di Trento, 2016. https://hdl.handle.net/11572/369278.

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Nowadays, infrastructures are of strategical importance for allowing communication between countries. Owing to its usefulness, the design and the maintenance of bridges, streets and tunnels, which represent the network, become a fundamental issue. In order to investigate the behaviour of infrastructures under different loads, such as gravity, seismic phenomena, thermal differences, and so on, appears essential a comprehensive experimental campaign on scaled and full-scale specimens. In particular, in order to guarantee the safety of citizens, the seismic response of infrastructures under an ea

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Fassin, Manuel. "Behaviour and modelling of the inelastic response of concrete and steel-concrete infrastructures subjected to low-cycle fatigue." Doctoral thesis, University of Trento, 2016. http://eprints-phd.biblio.unitn.it/1754/1/PhD_Thesis_Manuel_Fassin.pdf.

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Nowadays, infrastructures are of strategical importance for allowing communication between countries. Owing to its usefulness, the design and the maintenance of bridges, streets and tunnels, which represent the network, become a fundamental issue. In order to investigate the behaviour of infrastructures under different loads, such as gravity, seismic phenomena, thermal differences, and so on, appears essential a comprehensive experimental campaign on scaled and full-scale specimens. In particular, in order to guarantee the safety of citizens, the seismic response of infrastructures under an ea

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30

Abd, Rahman Norashidah. "Fatigue behaviour and reliability of Extended Hollobolt to concrete filled hollow section." Thesis, University of Nottingham, 2012. http://eprints.nottingham.ac.uk/12909/.

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The need to provide mechanical connection from one side for the Hollow section connection has arisen in a number of fields and has resulted in the development of several types of so-called blind fasteners. An experimental blind bolt called the Extended Hollobolt is giving a good behaviour performance in terms of stiffness, strength and ductility. The strength performance of this system has been investigated under both monotonic and cyclic loading. However, the performance of such connections under fatigue loading is still unknown. The aim of this study was to investigate the behaviour of blind

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31

Arana, Villafán Tomás [Verfasser]. "Fatigue of the tension-stiffening effect in reinforced concrete / Tomás Arana Villafán." Hamburg : Universitätsbibliothek der Technischen Universität Hamburg-Harburg, 2021. http://d-nb.info/1236991435/34.

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El, Ragaby Amr. "Fatigue behaviour of concrete bridge deck slabs reinforced with glass FRP bars." Thèse, [S.l. : s.n.], 2007. http://savoirs.usherbrooke.ca/handle/11143/1795.

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Mackellar, Andrew. "The effect of concrete strength and fibre content on the fatigue performance of Ultra Thin Continuously Reinforced Concrete Pavement (UTCRCP)." Diss., University of Pretoria, 2017. http://hdl.handle.net/2263/62778.

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Ultra Thin Continuously Reinforced Concrete Pavement (UTCRCP) is an innovative road paving technology that can have significant advantages over traditional road paving techniques. Full scale testing has shown that UTCRCP can carry in excess of one hundred million E80s (standard 80 kN axle loads). The concrete used for the construction of UTCRCP is high strength and contains steel fibres. The purpose of this study is to investigate the effect of varying the concrete strength and fibre content on the mechanical properties of the concrete used to construct UTCRCP. In this study testing is restric

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34

Restrepo-Velez, Ana M. "Long-Term Performance of Asphalt Concrete Perpetual Pavement WAY-30 Project." Ohio University / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1307042192.

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Carlesso, Débora Martinello. "Flexural fatigue of pre-cracked fibre reinforced concrete: experimental study and numerical modelling." Doctoral thesis, Universitat Politècnica de Catalunya, 2020. http://hdl.handle.net/10803/669488.

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Fibre reinforced concrete (FRC) is recognized as suitable material for structural applications. The number of national codes that have approved it is an evidence. Structures where FRC is generally used can be subjected to fatigue loads and are expected to resist millions of cycles during their service life. Cyclic loads affect significantly the characteristics of materials and can cause fatigue failures. The most demanded cross-sections being cracked under tensile stresses due to direct loads or imposed deformations. Commonly, publications report fatigue behaviour of concrete under compression

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36

Braimah, Abass. "Long-term and fatigue behaviour of carbon fibre reinforced polymer prestressed concrete beams." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0018/NQ54403.pdf.

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Abbas, Safeer. "Analytical study of corroded steel-FRP confined concrete bond under fatigue cyclic loading." Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/25801.

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The steel-concrete bond and the cracking behaviour of concrete affect the performance of reinforced concrete structures. This is due to the fact that the transfer of forces between the steel and the concrete are accomplished through the bond. The bond between the steel and the concrete is affected by many factors such as corrosion of reinforcement, type of applied loading, and the confinement level. Reinforcement corrosion is one of the primary causes of the loss of steel-concrete bond. On the other hand, an accumulation of bond damage occurs due to the application of fatigue cyclic loading, a

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38

Othman, Ayman Mahmoud. "Mechanical performance and fatigue crack growth behavior of polymer-modified asphalt concrete mixtures." Case Western Reserve University School of Graduate Studies / OhioLINK, 1995. http://rave.ohiolink.edu/etdc/view?acc_num=case1058531669.

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Reberg, Andrew Steven. "An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects." Thesis, North Dakota State University, 2013. https://hdl.handle.net/10365/26994.

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It is well known that the formation and propagation of microcracks within concrete is anisotropic in nature, and has a degrading effect on its mechanical performance. In this thesis an anisotropic damage mechanics model is formulated for concrete which can predict the behavior of the material subjected to monotonic loading, fatigue loading, and freeze-thaw cycles. The constitutive model is formulated using the general framework of the internal variable theory of thermodynamics. Kinetic relations are used to describe the directionality of damage accumulation and the associated softening of mech

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40

Petrou, Michael Frixos. "Fatigue performance of AASHTO and Ontario design for non-composite reinforced concrete bridge decks." Case Western Reserve University School of Graduate Studies / OhioLINK, 1993. http://rave.ohiolink.edu/etdc/view?acc_num=case1060797619.

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41

Ofori-Abebresse, Edward Kwame. "Fatigue resistance of hot-mix asphalt concrete (HMAC) mixtures using the calibrated mechanistic with surface energy (CMSE) measurements approach." Thesis, Texas A&M University, 2006. http://hdl.handle.net/1969.1/4136.

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Fatigue cracking is one of the fundamental distresses that occur in the life of a Hot Mix Asphalt Concrete (HMAC) pavement. This load induced distress leads to structural collapse of the entire pavement ultimately and can only be remedied by rehabilitation. There is the need, therefore, for a total understanding of the phenomenon to be able to counter its occurrence. The fatigue resistance of hot mix asphalt concrete (HMAC) has been estimated using approaches ranging from empirical methods to mechanistic-empirical methods to purely mechanistic methods. A continuum mechanics based approach call

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42

Carnio, Marco Antonio. "Propagação de trinca por fadiga do concreto reforçado com baixos teores de fibra." [s.n.], 2009. http://repositorio.unicamp.br/jspui/handle/REPOSIP/264892.

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Orientador: Itamar Ferreira<br>Tese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecanica<br>Made available in DSpace on 2018-08-13T02:49:59Z (GMT). No. of bitstreams: 1 Carnio_MarcoAntonio_D.pdf: 4129193 bytes, checksum: 27ed4b4a807f05043017033527f2d6f8 (MD5) Previous issue date: 2009<br>Resumo: O concreto reforçado com fibras (CRF) é um compósito constituído de duas fases: concreto (matriz) e fibras (reforço). As fibras são elementos descontínuos de vários aspectos geométricos e materiais, destacando-se atualmente as fibras metálicas (aço) e as fibras sintéticas

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Heller, Bryan Earl. "Fatigue response of pretensioned concrete beams." 2004. http://hdl.handle.net/10945/11048.

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The objective of this thesis is to discuss the suitability of using a extreme fiber concrete tensile stress of 12 * (f'c (exp 1/2) calculated using uncracked section analysis as a limit state criterion for evaluating prestressed concrete highway bridges as a part of required serviceability inspections. This thesis reviews strand fatigue test results as well as fatigue test results of prestressed beams from past experiments. Test results of four new prestressed beam fatigue tests are reported and analyzed. Finally, a recommendation is made that beam fatigue analysis should be based on the stres

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44

Chien, C. F., and 簡慶發. "Fatigue Strength of Prestressed Concrete Beams." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/82665088589316600243.

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Morrill, Paul Baker. "Tension fatigue analysis of fiber reinforced concrete." 1990. http://catalog.hathitrust.org/api/volumes/oclc/23686447.html.

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Thesis (M.S.)--University of Wisconsin--Madison, 1990.<br>Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 78-81).

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Hagenberger, Michael John Wood Sharon L. Kreger Michael E. "Consideration of strand fatigue for load rating prestressed concrete bridges." 2004. http://wwwlib.umi.com/cr/utexas/fullcit?p3142734.

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JIANG, WEN-GING, and 江文卿. "The fatigue strength of double reinforced concrete beams." Thesis, 1988. http://ndltd.ncl.edu.tw/handle/28623119442638218342.

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Jurado, Gonzalo. "Fatigue life assessment on composite concrete-steel bridges." Master's thesis, 2017. http://hdl.handle.net/10316/82869.

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Dissertação de Mestrado em Construção Metálica e Mista apresentada à Faculdade de Ciências e Tecnologia<br>Fatigue is an important consideration in the design of bridges, especially those made of steel. Cycles resulting from the passage of a truck over a bridge depend essentially on bridge type, detail location, span length and vehicles axles configuration. Moreover, as bridges form the keystone of transport networks, their safe operation with minimal maintenance closures is paramount for efficient operation. Yearly increases in the volume of heavy traffic mean a higher number of fatigue damag

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49

"Fatigue life of partially prestressed concrete bridge girders." Tulane University, 1992.

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Prestressed concrete is one of the most common materials used in modern bridge construction. Nearly 50% of new highway bridges are constructed of prestressed concrete. Current U.S. bridge design codes do not allow cracking under service load in prestressed concrete members Partially prestressed concrete is a type of concrete construction in which some prestressing force is applied to the steel reinforcement. For the purposes of this study, partial prestressing will be considered as prestressed concrete in which cracking is allowed under service loading. This cracking increases the possibility

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Hagenberger, Michael John. "Consideration of strand fatigue for load rating prestressed concrete bridges." Thesis, 2004. http://hdl.handle.net/2152/1209.

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