Relevant bibliographies by topics / Reinforced concrete – Cracking

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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 – Cracking'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Reinforced concrete – Cracking"

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Dong, Chun Min, Ke Dong Guo, and Jia Jia Sun. "A New Calculation Method for Cracking Width of Beam with High Strength Rebar." Advanced Materials Research 243-249 (May 2011): 415–18. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.415.

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With the application of high strength concrete and rebar, the influence of concrete strength on cracking width of reinforced concrete beam with high strength rebar is becoming more and more important. To investigate the effect of concrete strength on cracking width of reinforced concrete beam with high strength rebar, the experiment including 6 simply supported T-beams with high-strength rebar and 2 beams with ordinary-strength rebar have been made. Then the relevant specifications advised in Code for Design of Concreter Structure (GB50010-2002) are revised according to the experiment results so as to considering the influence of concrete on cracking width. A new cracking width method considering the influence of concrete strength on cracking width for reinforced concrete beam with high strength rebar is proposed. Finally, the comparisons between predictions and experiment results have been conducted, which shown that the proposed new cracking width method agreed with experiment results well.
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Mohamed Sayed, Ahmed, Mohamed Mohamed Rashwan, and Mohamed Emad Helmy. "Experimental Behavior of Cracked Reinforced Concrete Columns Strengthened with Reinforced Concrete Jacketing." Materials 13, no. 12 (June 24, 2020): 2832. http://dx.doi.org/10.3390/ma13122832.

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Reinforced concrete (RC) columns often need to be strengthened or rehabilitated to allow them to carry the loads applied to them. In previous studies, RC columns have been strengthened by jacketing, without considering the occurrence of cracking. In this study, the behavior of RC columns strengthened externally by jacketing after cracking is analyzed. The accuracy of the existing models was verified by analyzing the performance of fifteen RC columns with different cross-sections to determine the effect of new variables, such as the column size, amount of steel reinforcement, and whether the column was cracked or not, on the effectiveness of strengthening. The analysis demonstrated that this strengthening technique could effectively improve both the ductility and strength of RC column cross-sections. The results indicate that the model suggested by the ACI-318 code can predict the ultimate load capacity of RC columns without strengthening, or strengthened by RC jacketing before or after cracking, with higher accuracy and material efficiency. The RC columns without strengthening met the safety limit of the ACI-318 model. However, for strengthened columns, a reduction coefficient must be used to enable the columns to meet the safety limit, with values of 94% and 76% for columns strengthened before and after cracking, respectively. Furthermore, strengthening after cracking affects the ultimate load capacity of the column, with 15.7%, 14.1%, and 13.5% lower loads for square, rectangular, and circular columns than those strengthened before cracking, respectively.
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Nguyen, Duy-Liem, Duc-Kien Thai, and Dong-Joo Kim. "Direct tension-dependent flexural behavior of ultra-high-performance fiber-reinforced concretes." Journal of Strain Analysis for Engineering Design 52, no. 2 (February 2017): 121–34. http://dx.doi.org/10.1177/0309324716689625.

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This research investigated the effects of direct tensile response on the flexural resistance of ultra-high-performance fiber-reinforced concretes by performing sectional analysis. The correlations between direct tensile and flexural response of ultra-high-performance fiber-reinforced concretes were investigated in detail for the development of a design code of ultra-high-performance fiber-reinforced concrete flexural members as follows: (1) the tensile resistance of ultra-high-performance fiber-reinforced concretes right after first-cracking in tension should be higher than one-third of the first-cracking strength to obtain the deflection-hardening if the ultra-high-performance fiber-reinforced concretes show tensile strain-softening response; (2) the equivalent bottom strain of flexural member at the modulus of rupture is always higher than the strain capacity of ultra-high-performance fiber-reinforced concretes in tension; (3) the softening part in the direct tensile response of ultra-high-performance fiber-reinforced concretes significantly affects their flexural resistance; and (4) the moment resistance of ultra-high-performance fiber-reinforced concrete girders is more significantly influenced by the post-cracking tensile strength rather than the tensile strain capacity. Moreover, the size and geometry effects should be carefully considered in predicting the moment capacity of ultra-high-performance fiber-reinforced concrete beams.
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Masmoudi, R., B. Benmokrane, and O. Chaallal. "Cracking behaviour of concrete beams reinforced with fiber reinforced plastic rebars." Canadian Journal of Civil Engineering 23, no. 6 (December 1, 1996): 1172–79. http://dx.doi.org/10.1139/l96-926.

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This paper presents the results of an experimental investigation on the cracking behaviour of concrete beams reinforced with fiber reinforced plastic rebars. The effects of reinforcement ratio on the cracking pattern, crack spacing, cracking moment, and crack width are investigated. The test results indicate that the reinforcement ratio has no meaningful effect on the cracking moment, which can be calculated as recommended by the ACI code. Also, the use of the equations adopted by ACI and the European codes for the prediction of crack width of conventionally reinforced concrete members is investigated and due modifications are made. Both relationships show good correlation with the test results; and the prediction of crack width of concrete beams reinforced with these two types of fiber reinforced plastic rebars is now possible. Key words: beam, cracking behaviour, cracking moment, crack width, fiber reinforced plastic, flexure, rebars, reinforced concrete, reinforcement ratio.
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Choe, Gyeongcheol, Yasuji Shinohara, Gyuyong Kim, Sangkyu Lee, Euibae Lee, and Jeongsoo Nam. "Concrete Corrosion Cracking and Transverse Bar Strain Behavior in a Reinforced Concrete Column under Simulated Marine Conditions." Applied Sciences 10, no. 5 (March 5, 2020): 1794. http://dx.doi.org/10.3390/app10051794.

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This study performed accelerated corrosion tests on reinforced concrete (RC) specimens reinforced with transverse steel bars to evaluate the concrete cracking and rebar strain behaviors caused by rebar corrosion. Seven RC specimens were created with variable compressive strengths, rebar diameters, and concrete cover thicknesses. To mimic in-situ conditions, the accelerated corrosion tests applied a current to the longitudinal bar and transverse bar for different periods of time to create an unbalanced chloride ion distribution. These tests evaluated the amount of rebar corrosion, corrosion cracking properties, and transverse bar strain behavior. The corrosion rate of the transverse bar was faster than that of the longitudinal bar, and cracking first occurred in the concreate around the transverse bar in the specimens with low concrete compressive strength and thin concrete cover. Corrosion cracking and rebar strain were greatly affected by the behavior of the corrosion products that resulted from the pore volume and cracking properties of the cement paste.
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Słowik, Marta. "Influence of tensile softening of concrete on crack development and failure in concrete and reinforced concrete beams." Bulletin of the Military University of Technology 68, no. 1 (March 29, 2019): 213–23. http://dx.doi.org/10.5604/01.3001.0013.1481.

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In the paper, the own test results were presented. The experimental investigation was focused at determining the cracking and load capacity of beams made of concrete. The beams were characterized by different longitudinal reinforcement ratio from zero — plain concrete beams, through low ratio 0.12% — slightly reinforced concrete beams, middle ratio 0.9% — typical reinforced concrete beams, up to the ratios 1.3% and 1.8% — higher reinforced concrete beams. On the basis of the performed experiments and the results of numerical calculations, the process of crack’s formation and crack’s development in plain concrete, slightly reinforced concrete and reinforced concrete beams with different reinforcement ratio was described. When discussing cracking process in the beams, the contribution of strain softening of tensile concrete in the microcracked zone on the character of beams’ failure was analysed as well. Keywords: civil engineering, concrete and reinforced concrete members, cracking and load capacity.
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Barzegar, Fariborz, and William C. Schnobrich. "Post-cracking analysis of reinforced concrete panels including tension stiffening." Canadian Journal of Civil Engineering 17, no. 3 (June 1, 1990): 311–20. http://dx.doi.org/10.1139/l90-038.

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In finite element analysis of reinforced concrete structures, the effect of bond forces between concrete and reinforcement, referred to as tension stiffening, is discussed. To account for this phenomenon, the post-cracking constitutive model for concrete is modified by assigning a linear strain softening branch to its stress–strain curve in the tensile stress direction. For analyzing orthogonally reinforced concrete panels, a simple procedure for determining the termination strain on the softening branch is then developed. Appropriate constitutive models for steel and uncracked concrete along with the post-cracking model to simulate the behavior of cracked reinforced concrete are implemented in a finite element program. Three orthogonally reinforced concrete test panels subjected to pure shear loadings causing inclined cracking are analyzed. It is shown that the adopted numerical procedures are capable of predicting the post-cracking responses, ultimate capacities, and modes of failure for the analyzed panels with good accuracy. The capabilities of the employed post-cracking model to simulate the crack shifting behavior observed during testing of a highly anisotropically reinforced panel is also demonstrated. Key words: reinforced concrete panels, finite element, post-cracking, tension stiffening, crack shifting, ultimate load.
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Lv, Li Bin, Mei Du, and Yong Xun. "Design and Production of Pre-Stressed Carbon Fabric Used in Fabric Reinforced Concrete Board." Applied Mechanics and Materials 174-177 (May 2012): 900–904. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.900.

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Pre-stressed fabric reinforced concrete sheet is used to make permanent model or to reinforce the existing buildings, it will make the surface of reinforced concrete with steel bar tightness and better cracking resistance, it is beneficial to fully manifest the effect of high strength and high modulus before the sheet cracking; the pre-stressed method improves sheet rigidity, it is beneficial for the sheet to cooperate with structure of reinforced concrete. The paper introduced the designing process of carbon/glass braided fabric composite material, and illuminated selecting raw material, means of making fabric, specification and selecting impregnating agent, meanwhile it made simple measurement to the fabric.
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Rasmussen, Annette Beedholm, Jakob Fisker, and Lars German Hagsten. "Cracking in Flexural Reinforced Concrete Members." Procedia Engineering 172 (2017): 922–29. http://dx.doi.org/10.1016/j.proeng.2017.02.102.

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Stochino, Flavio, Luisa Pani, Lorena Francesconi, and Fausto Mistretta. "Cracking of Reinforced Recycled Concrete Slabs." International Journal of Structural Glass and Advanced Materials Research 1, no. 1 (January 1, 2017): 3–9. http://dx.doi.org/10.3844/sgamrsp.2017.3.9.

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Dissertations / Theses on the topic "Reinforced concrete – Cracking"

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Chan, Simon Hang Chi. "Bond and cracking of reinforced concrete." Thesis, Cardiff University, 2012. http://orca.cf.ac.uk/36698/.

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Ribbed reinforcement is described as “high bond” in Eurocode 2 (EC2) and within the code serviceability checks make no allowance for variations in either the ductility or bond characteristics of these bars. In this work, this matter is explored, and the crack development and behaviour of concrete beams reinforced with various types of ribbed steel bar are investigated, using both numerical and experimental approaches. The objective of the experimental approach is to undertake a series of experiments to compare the performance of beams made with standard reinforcement with that of beams formed with a new high-ductility bar produced by CELSA UK. The relationship between the bond strength and the rib pattern of reinforcing steel was studied and the behaviour at SLS load levels of RC beams with reinforcement of different rib patterns in flexure is discussed. The cracking of beams was monitored both visually and using a non-destructive Digital Image Correlation system to trace in-plane deformations and strains on the surface of the specimens. The test results showed that specimens with bars which had the highest relative rib area (fR value) exhibited the smallest crack spacing and crack width. A numerical model was developed to explore the crack development of reinforced concrete beams under flexural loading. The model employed a non-linear material model for concrete and a smeared crack approach. In order to address the well known numerical stability problems, associated with softening models, a non-local gradient method was used. Crack widths cannot be obtained directly from such models, due to the diffuse nature of non- local simulations, therefore a post-processing procedure was developed to allow the crack characteristics to be calculated. Several numerical examples are presented to illustrate the satisfactory performance of the model. In addition, a series of numerical simulations of the BOND AND CRACKING OF REINFORCED CONCRETE Simon H.C. Chan Page vi experimental beams tested in the present study were used validate the numerical model and conversely, to provide confidence in the consistency of the experimental results.
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Momeni, Amir Farid. "Y-cracking in continuously reinforced concrete pavements." Thesis, Kansas State University, 2013. http://hdl.handle.net/2097/15642.

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Master of Science
Department of Civil Engineering
Kyle A. Riding
When transverse cracks meander there is a high possibility for transverse cracks to meet at a point and connect to another transverse crack, creating a Y-crack. Y-cracks have been blamed for being the origin of punchouts and spallings in CRCPs. When the direction of maximum principal stress changes, it could cause a change in the crack direction, potentially forming a Y-crack. Finite Element Models (FEMs) were run to model the change in principal stress direction based on design and construction conditions. The finite element model of CRCP using typical Oklahoma CRCP pavement conditions and design was assembled. The model included the concrete pavement, asphalt concrete subbase, and soil subgrade. The effect of areas of changed friction on the direction of principal stress was simulated by considering a patch at the pavement-subbase interaction. Investigated factors related to this patch were location of patch, friction between patch and subbase, and patch size. Patches were placed at two different locations in the pavement: a patch at the corner of the pavement and a patch at the longitudinal edge between pavement ends. A change in the friction at the corner had a large effect on the stress magnitude and direction of principal stress, while a patch in the middle did not significantly change the stress state. Also, patch size had a noticeable effect on stress magnitude when the patch was at the corner. Another model was developed to understand the effect of jointed shoulder on direction of maximum principal stress. Analysis of this model showed that the stresses were not symmetric and changed along the width of the pavement. This meandering pattern shows a high potential for Y-cracking. Also, several finite element models were run to understand the effects of different shrinkage between mainline and shoulder. In order to simulate the effects of the differential drying shrinkage between the hardened mainline concrete and the newly cast shoulder, different temperature changes were applied on the mainline and shoulder. For these models, the orientation of the maximum principal stress was not significantly changed from different amounts of temperature decreases between mainline and shoulder. Also, effect of different longitudinal steel percentages was investigated by comparing two finite element models with different steel percentage. The model with higher steel percentage (0.7%) indicated more variation in stress, potentially leading to more crack direction diverging.
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Nejadi, Shamsaddin Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Time-dependent cracking and crack control in reinforced concrete structures." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/22440.

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Due to the relatively low tensile strength of concrete, cracks are inevitable in reinforced concrete structures. Therefore, studying the cracking behaviour of reinforced concrete elements and controlling the width of cracks are necessary objectives both in research and in design. The introduction of higher strength reinforcing steel has exacerbated the problem of crack control. Using higher strength steel, means less steel is required for a given structure to satisfy the strength requirements. The stiffness after cracking is reduced and wider crack widths will occur under normal service loads. Unserviceable cracking may encourage corrosion in the reinforcement and surface deterioration, and may lead to long term problems with durability. Indeed excessive cracking results in a huge annual cost to the construction industry because it is the most common cause of damage in concrete structures. In this study cracking caused by both shrinkage and external loads in reinforced concrete members is examined experimentally and analytically. The mechanisms associated with cracking and the factors affecting the time-varying width and spacing of both direct tension cracks due to restrained shrinkage deformation and flexural cracks due to the combined effects of constant sustained service loads and shrinkage are examined. Laboratory tests on eight fully restrained slab specimens were conducted for up to 150 days to measure the effects of drying shrinkage on the time-dependent development of direct tension cracks due to restrained deformation. The effect of varying the quantity, diameter, and spacing of reinforcing steel bars was studied. In addition, an analytical model previously developed without experimental verification by Gilbert (1992) to study shrinkage cracking was modified and recalibrated. A second series of tests on twenty four prismatic, singly reinforced concrete beams and slabs subjected to monotonically increasing loads or to constant sustained service loads for up to 400 days, were also conducted. The effects of steel area, steel stress, bar diameter, bar spacing, concrete cover and shrinkage were measured and quantified. An analytical model is presented to simulate instantaneous and time-dependent flexural cracking. The tension chord model (Marti et al, 1998) is modified and used in the proposed model to simulate the tension zone of a flexural member and the time-dependent effects of creep and shrinkage are included. The analytical predictions of crack width and crack spacing are in reasonably good agreement with the experimental observations.
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Peterson, J. Eric. "A time to cracking model for critically contaminated reinforced concrete structures." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-08042009-040446/.

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McLeod, Christina Helen. "Investigation into cracking in reinforced concrete water-retaining structures." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80207.

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Thesis (MScEng)--Stellenbosch University, 2013.
Durability and impermeability in a water-retaining structure are of prime importance if the structure is to fulfill its function over its design life. In addition, serviceability cracking tends to govern the design of water retaining structures. This research concentrates on load-induced cracking specifically that due to pure bending and to direct tension in South African reinforced concrete water retaining structures (WRS). As a South African design code for WRS does not exist at present, South African designers tend to use the British codes in the design of reinforced concrete water-retaining structures. However, with the release of the Eurocodes, the British codes have been withdrawn, creating the need for a South African code of practice for water-retaining structures. In updating the South African structural design codes, there is a move towards adopting the Eurocodes so that the South African design codes are compatible with their Eurocode counterparts. The Eurocode crack model to EN1992 (2004) was examined and compared to the corresponding British standard, BS8007 (1989). A reliability study was undertaken as the performance of the EN1992 crack model applied to South African conditions is not known. The issues of the influence of the crack width limit and model uncertainty were identified as being of importance in the reliability crack model.
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Sudoi, Elias K. Nasrazadani Seifollah. "Factors influencing horizontal cracking in continuously reinforced concrete pavements (CRCP)." [Denton, Tex.] : University of North Texas, 2008. http://digital.library.unt.edu/permalink/meta-dc-9025.

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Ulbinas, Darius. "Cracking and stiffness analysis of steel fiber reinforced concrete members." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2013. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2013~D_20130211_185704-20674.

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In last decades, fibre reinforcement is widely used in many countries as ad-ditive for concrete and cement mortar mixture for production of structures. Fibre reinforcement applications in Lithuania are often restricted to production of concrete floor for different purposes. Whereas, in other countries (USA, Japan, Germany and other) application area of fibre reinforcement is much wider, for example: bridge deck, thin-walled structures for special constructions (tunnels, reservoirs, etc), covering of roadway, airport landing strip, pipelines, pile foundation. Application of fibre reinforcement is considered as one of the most important development area of structural construction in the world. Fibre reinforcement significantly improves service properties of concrete. Fibre reinforcement does not have considerable influence on concrete compressive strength, however it significantly changes fracture characteristics of tensile concrete. Fracture of non-reinforced tensile concrete is brittle, whereas with fibre reinforcement–plastic. This is due to restraining of tensile deformations by distributed fibres. Fibre reinforcement influence on concrete member is more effective than bar reinforcement, as tensile deformations are restrained in the whole volume of tensile zone. Whereas, tensile deformations in a RC member are restrained in the specific interaction area of reinforcement and concrete. Main advantages of fibre reinforcement are slow crack propagation, greater tensile and... [to full text]
Jau kelis dešimtmečius plieno plaušas visame pasaulyje plačiai taikomas kaip priedas betono ir cementinio skiedinio mišiniams, naudojamiems statybinių konstrukcijų gamybai. Lietuvoje dispersinis armavimas dažniausiai naudojamas betonuojant įvairios paskirties pastatų grindis. Tuo tarpu, kitose pasaulio šalyse (JAV, Japonijoje, Vokietijoje ir kt.) dispersinė armatūra naudojama daug plačiau, pvz.: tiltų perdangoms, plonasienėms specialiųjų statinių (tunelių, rezervuarų ir t. t.) konstrukcijoms, kelių dangoms, oro uostų pakilimo takams, vamzdynams, poliniams pamatams ir t. t. Dispersinės armatūros taikymas visame pasaulyje laikoma viena iš prioritetinių statybinių konstrukcijų vystymosi sričių. Dispersinis armavimas neturi didesnės įtakos gniuždomajam betono stipriui, tačiau lemia visiškai skirtingą tempiamojo betono suirimo pobūdį. Nearmuoto tempiamojo betono suirimas yra trapus, tuo tarpu dispersiškai armuoto – plastinis. Tai lemia dispersiškai pasiskirsčiusio plaušo sukeliamas tempimo deformacijų suvaržymas. Dispersinio armavimo poveikis betoniniam elementui yra daug efektyvesnis nei strypinės armatūros, kadangi tempimo deformacijos varžomos visame tempiamosios zonos tūryje. Tuo tarpu klasikiniame gelžbetoniniame elemente tempimo deformacijos varžomos tik tam tikrame armatūros ir betono sąveikos plote. Lėtesnis plyšių vystymasis, didesnis atsparumas smūgiams ir nuovargiui bei plastiškumas yra pagrindiniai veiksniai, lemiantys dispersiškai armuotų gelžbetoninių konstrukcijų... [toliau žr. visą tekstą]
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Kong, Kok Loon. "Cracking and tension zone behaviour in reinforced concrete flexural members." Thesis, University of Leeds, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.427779.

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Sudoi, Elias K. "Factors influencing horizontal cracking in continuously reinforced concrete pavements (CRCP)." Thesis, University of North Texas, 2008. https://digital.library.unt.edu/ark:/67531/metadc9025/.

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This research presents the results on an experimental investigation to identify the significant factors influencing horizontal cracking in continuously reinforced concrete pavements (CRCP). An in-depth analysis of the microstructure, morphological characteristics of the interfacial transition zone (ITZ) and the observation of cracking using the environmental scanning electron microscope (ESEM) was done. Characterization of oxides using Fourier transform infrared spectroscopy (FTIR) and electron dispersive x-ray spectroscopy (EDS) was also performed. Water to cement ratio (w/c) and rebar temperature had a significant influence on the rebar-concrete bond strength. The 28-day shear strength measurements showed an increase in rebar-concrete bond strength as the water to cement ratio (w/c) was reduced from 0.50 to 0.40. There was a reduction in the peak pullout load as the temperature increased from 14oF to 252oF for the corroded and non-corroded rebar experiments. The corroded rebar pullout test results showed a 20-50 % reduction in bond strength compared to the non-corroded rebars. FTIR measurements indicated a presence of lepidocrocrite (γ -FeOOH) and maghemite (γ -Fe2O3) on the ITZ. ESEM images showed the existence of microcracks as early as three days after casting with the bridging of these cracks between coarse aggregate locations in the interfacial zone propagating through the mortar.
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Farag, Hassan Mohamed. "The transient analysis and non linear behaviour of reinforced concrete elements." Thesis, University of Salford, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.308130.

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Books on the topic "Reinforced concrete – Cracking"

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Fuentès, Albert. Reinforced concrete after cracking. 2nd ed. New Delhi: Oxford & IBH Publishing Co., 1995.

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R, Schwartz Donald. D-cracking of concrete pavements. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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Barre, Francis, Philippe Bisch, Danièle Chauvel, Jacques Cortade, Jean-François Coste, Jean-Philippe Dubois, Silvano Erlicher, et al. Control of Cracking in Reinforced Concrete Structures. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2016. http://dx.doi.org/10.1002/9781119347088.

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Shang pin hun ning tu kang lie xing neng ji qi ping jia fang fa yan jiu. Beijing Shi: Beijing hang kong hang tian da xue chu ban she, 2014.

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Bick, Detlef. Zur Dichtheit von Trennrissen in Beton bei Einwirken umweltgefährdender Flüssigkeiten. Aachen: Lehrstuhl und Institut für Massivbau der RWTH Aachen, 1995.

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Thompson, Marshall R. Breaking/cracking and seating concrete pavements. Washington, D.C: Transportation Research Board, National Research Council, 1989.

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Jackson, P. A. Continuously reinforced concrete pavement: A literature review. Crowthorne, Berkshire: Materials and Construction Division, Highways Group, Transport and Road Research Laboratory, 1988.

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Jackson, P. A. Continuously reinforced concrete pavement: A literature review. Crowthorne: Transport and RoadResearch Laboratory, 1988.

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Hofstetter, Günter, and Günther Meschke. Numerical modeling of concrete cracking. Wien: Springer, 2011.

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Krauss, Paul D. Transverse cracking in newly constructed bridge decks. Washington, D.C: National Academy Press, 1996.

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Book chapters on the topic "Reinforced concrete – Cracking"

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Saouma, Victor E., and M. Amin Hariri-Ardebili. "Massive Reinforced Concrete Structures." In Aging, Shaking, and Cracking of Infrastructures, 949–68. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-57434-5_35.

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Fahy, Caroline, Peter Grassl, and Domenico Gallipoli. "Corrosion Induced Cracking of Reinforced Concrete." In Durability of Reinforced Concrete from Composition to Protection, 77–86. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09921-7_8.

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Anerdi, Costanza, Gabriele Bertagnoli, Diego Gino, and Giuseppe Mancini. "Self Restrained Cracking of Reinforced Concrete Elements." In High Tech Concrete: Where Technology and Engineering Meet, 631–40. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_75.

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Xing, Feng, Fa Guang Leng, and Wei Wen Li. "Properties of Cracking Resistance of Cemfiber Reinforced Concrete." In High-Performance Ceramics III, 1765–70. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-959-8.1765.

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Miranda, William Ferreira, Suzana Moreira Avila, and Graciela Nora Doz. "Cracking Influence on Dynamic Parameters of Reinforced Concrete Floors." In Conference Proceedings of the Society for Experimental Mechanics Series, 211–16. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74421-6_28.

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Diamond, Sidney, and Arnon Bentur. "On the Cracking in Concrete and Fiber-Reinforced Cements." In Application of Fracture Mechanics to Cementitious Composites, 87–140. Dordrecht: Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-5121-1_4.

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Hanjari, Kamyab Zandi, Dario Coronelli, and Karin Lundgren. "Severely Corroded Reinforced Concrete with Cover Cracking: Part 2. Anchorage Capacity." In Modelling of Corroding Concrete Structures, 207–17. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0677-4_14.

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Castel, Arnaud, Dario Coronelli, Raoul François, and David Cleland. "Modelling the Stiffness Reduction of Corroded Reinforced Concrete Beams after Cracking." In Modelling of Corroding Concrete Structures, 219–30. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0677-4_15.

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Souza, Leticia O., Lourdes M. S. Souza, and Flávio A. Silva. "Mechanics and Cracking Mechanisms in Natural Curauá Textile Reinforced Concrete." In Strain-Hardening Cement-Based Composites, 359–66. Dordrecht: Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_42.

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Bekkiev, Mukhtar, Sergey Skuratov, Evgeniy Peresypkin, and Dmitry Vysokovsky. "Cracking in Reinforced Concrete Structures of Buildings at Seismic Exposure." In International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport EMMFT 2017, 877–84. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70987-1_94.

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Conference papers on the topic "Reinforced concrete – Cracking"

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Thoft-Christensen, Palle. "Corrosion and Cracking of Reinforced Concrete." In Third IABMAS Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructures Systems. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40707(240)4.

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Christensen, Frede A., Jens P. Ulfkjær, and Rune Brincker. "Post cracking behavior of lightly reinforced concrete beams." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.128.

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Cuypers, H. "A stochastic cracking theory for the introduction of matrix multiple cracking in textile reinforced concrete under tensile loading." In ICTRC'2006 - 1st International RILEM Conference on Textile Reinforced Concrete. RILEM Publications SARL, 2006. http://dx.doi.org/10.1617/2351580087.019.

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Paret, T. F., G. R. Searer, O. A. Rosenboom, and K. P. Pandya. "Radial Cracking in Reinforced Concrete Flat Plate Slabs." In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)178.

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Mihai, I. "A numerical and experimental investigation into the cracking of fibre reinforced cementitious materials." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.235635.

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Šajna, Aljoša. "Acoustic emission monitoring of cracking in reinforced concrete specimens." In 2nd International RILEM Symposium on Advances in Concrete through Science and Engineering. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580028.109.

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Ohtsu, Masayasu. "Detection and Identification of Concrete Cracking in Reinforced Concrete by Acoustic Emission." In REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION:Volume 22. AIP, 2003. http://dx.doi.org/10.1063/1.1570302.

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Guzmán, Santiago, Jaime C. Gálvez, and José M. Sancho. "Modelling of Non-Uniform Corrosion-Induced Cover Cracking in Reinforced Concrete." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.052.

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Michou, Alexandre, Adrien Hilaire, Farid Benboudjema, Georges Nahas, Pierre Wyniecki, and Yves Berthaud. "Analysis of cracking due to shrinkage restraint on the mechanical behaviour of reinforced concrete." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.262.

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Tailhan, J.-L. "Comparison between the cracking process of reinforced concrete and fibres reinforced concrete railway tracks by using non-linear finite element analysis." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.234090.

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Reports on the topic "Reinforced concrete – Cracking"

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Carino, Nicholas J., and James R. Clifton. Prediction of cracking in reinforced concrete structures. Gaithersburg, MD: National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5634.

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Weatherby, J. R. Axisymmetric analysis of a 1:6-scale reinforced concrete containment building using a distributed cracking model for the concrete. Office of Scientific and Technical Information (OSTI), September 1987. http://dx.doi.org/10.2172/5808040.

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