Relevant bibliographies by topics / Aggregate interlock

Contents

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

Academic literature on the topic 'Aggregate interlock'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 February 2022

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Journal articles on the topic "Aggregate interlock"

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PRADENA, Mauricio, and Lambert HOUBEN. "LOAD TRANSFER-CRACK WIDTH RELATION OF NON-DOWELLED JOINTED PLAIN CONCRETE SHORT SLABS." Baltic Journal of Road and Bridge Engineering 13, no. 1 (2018): 40–45. http://dx.doi.org/10.3846/bjrbe.2018.388.

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Non-dowelled short slabs are a cost-effective innovation of jointed plain concrete pavements. The development of this innovation has been concentrated in their structural performance. Still there is a lack of specific studies of the relation load transfer – crack width, being the crack width at joint the direct cause of the aggregate interlock. Considering that their provision of load transfer relies on aggregate interlock, the objective of the present article is to develop the relationship between the load transfer by aggregate interlock and its direct cause (the crack width) specifically for
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Lachemi, M., K. M. A. Hossain, and V. Lambros. "Shear resistance of self-consolidating concrete beams — experimental investigations." Canadian Journal of Civil Engineering 32, no. 6 (2005): 1103–13. http://dx.doi.org/10.1139/l05-066.

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Self-consolidating concrete (SCC) is a new generation of high performance concrete known for its excellent deformability and high resistance to segregation and bleeding. Lack of information regarding in situ properties and structural performance of SCC is one of the main barriers to its acceptance in the construction industry. There is some concern among researchers and designers that SCC may not be strong enough in shear because of some uncertainties in mechanisms resisting shear — notably the aggregate interlock mechanism. Because of the presence of comparatively smaller amount of coarse agg
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Jefferson, A. D. "Constitutive modelling of aggregate interlock in concrete." International Journal for Numerical and Analytical Methods in Geomechanics 26, no. 5 (2002): 515–35. http://dx.doi.org/10.1002/nag.210.

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Jensen, E. A., and W. Hansen. "Nonlinear aggregate interlock model for concrete pavements." International Journal of Pavement Engineering 7, no. 4 (2006): 261–73. http://dx.doi.org/10.1080/10298430600798911.

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MPHONDE, AG. "AGGREGATE INTERLOCK IN HIGH STRENGTH REINFORCED CONCRETE BEAMS." Proceedings of the Institution of Civil Engineers 85, no. 3 (1988): 397–413. http://dx.doi.org/10.1680/iicep.1988.444.

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Yang, Keun-Hyeok, and Ashraf F. Ashour. "Aggregate interlock in lightweight concrete continuous deep beams." Engineering Structures 33, no. 1 (2011): 136–45. http://dx.doi.org/10.1016/j.engstruct.2010.09.026.

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Resende, T. L., L. C. D. Shehata, and I. A. E. M. Shehata. "Shear strength of slender SCC beams - possible differences from VC beams." Revista IBRACON de Estruturas e Materiais 10, no. 4 (2017): 886–94. http://dx.doi.org/10.1590/s1983-41952017000400006.

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ABSTRACT In comparison with vibrated concrete (VC) of the same strength class, self-compacting concrete (SCC) typically has a lower coarse aggregate content and, eventually, a smaller maximum aggregate size. This may reduce the aggregate interlock between the fracture surfaces in SCC. Since the aggregate interlock plays an important role in the shear strength of slender beams, SCC beams may have a shear strength lower than that of similar VC beams. This article summarizes experimental studies on the shear strength of reinforced SCC slender beams without and with shear reinforcement. The shear
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Tutumluer, Erol, Hai Huang, and Xuecheng Bian. "Geogrid-Aggregate Interlock Mechanism Investigated through Aggregate Imaging-Based Discrete Element Modeling Approach." International Journal of Geomechanics 12, no. 4 (2012): 391–98. http://dx.doi.org/10.1061/(asce)gm.1943-5622.0000113.

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Sun, Chang, Qiuyi Chen, Jianzhuang Xiao, and Weiyang Ge. "Study on aggregate interlock behavior of pre-cracked recycled aggregate concrete without stirrups." Journal of Building Engineering 39 (July 2021): 102257. http://dx.doi.org/10.1016/j.jobe.2021.102257.

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Aure, Temesgen W., and Anastasios M. Ioannides. "Fracture analysis of aggregate interlock jointed slabs-on-grade." Construction and Building Materials 77 (February 2015): 340–48. http://dx.doi.org/10.1016/j.conbuildmat.2014.12.086.

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Dissertations / Theses on the topic "Aggregate interlock"

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Bensalem, Kamel. "The structural integrity of precast concrete floor systems used as horizontal diaphragms." Thesis, University of Nottingham, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.391132.

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Etebar, Kamran. "The influence of aggregate interlock on the shear capacity of rectangular reinforced concrete beams without web reinforcement." Thesis, University of Sussex, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.292517.

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Martins, Bárbara Gomes. "Estudo dos mecanismos de transferência de tensões de cisalhamento em concreto fissurado com e sem reforço de fibras de aço: uma análise exploratória." Universidade Federal de Goiás, 2016. http://repositorio.bc.ufg.br/tede/handle/tede/7863.

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Submitted by Luciana Ferreira (lucgeral@gmail.com) on 2017-10-10T11:50:09Z No. of bitstreams: 2 Dissertação - Bárbara Gomes Martins - 2016.pdf: 9049119 bytes, checksum: 4e6655174bbb6b6cfda86ff2af34b902 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)<br>Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2017-10-10T11:50:28Z (GMT) No. of bitstreams: 2 Dissertação - Bárbara Gomes Martins - 2016.pdf: 9049119 bytes, checksum: 4e6655174bbb6b6cfda86ff2af34b902 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)<br>Made ava
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Filho, Clonilo Moreira Sindeaux de Oliveira. "Estudo do Efeito de Diferentes Granulometrias no Comportamento MecÃnico de Misturas AsfÃlticas Densas DescontÃnuas Tipo Stone Matrix Asphalt (SMA)." Universidade Federal do CearÃ, 2007. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=1146.

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CoordenaÃÃo de AperfeiÃoamento de Pessoal de NÃvel Superior<br>No meio rodoviÃrio brasileiro, que detÃm 96,2% da matriz de transporte de passageiros e 61,8% da matriz de cargas, à flagrante a deterioraÃÃo dos revestimentos asfÃlticos provocada pelo crescente aumento do volume e do peso das cargas transportadas. Tal configuraÃÃo contribui sobremaneira para o surgimento de defeitos, destacando-se as deformaÃÃes permanentes e o trincamento por fadiga. Por outro lado, o estado do Cearà revela uma carÃncia por rodovias pavimentadas, onde apenas 16,0% da malha possuem algum tipo de revestimento asfÃ
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Moharrami, Gargari Mohammadreza. "Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads." Diss., Virginia Tech, 2016. http://hdl.handle.net/10919/71864.

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Reinforced concrete (RC) structures constitute a significant portion of the building inventory in earthquake-prone regions of the United States. Accurate analysis tools are necessary to allow the quantitative assessment of the performance and safety offered by RC structures. Currently available analytical approaches are not deemed adequate, because they either rely on overly simplified models or are restricted to monotonic loading. The present study is aimed to establish analytical tools for the accurate simulation of RC structures under earthquake loads. The tools are also applicable to the s
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Nogueira, Caio Gorla. "Desenvolvimento de modelos mecânicos, de confiabilidade e de otimização para aplicação em estruturas de concreto armado." Universidade de São Paulo, 2010. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29062010-113700/.

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Este trabalho apresenta desenvolvimentos na modelagem mecânica de estruturas de barras em concreto armado, bem como no acoplamento entre modelos de confiabilidade e otimização do tipo RBDO para obtenção de dimensões ótimas, respeitando os requisitos de segurança especificados em projeto. Quanto à modelagem mecânica via Método dos Elementos Finitos (MEF), além do comportamento não-linear geométrico e dos materiais, foi considerada a contribuição dos mecanismos complementares de resistência ao cisalhamento, dados pelo engrenamento de agregados e efeito de pino das armaduras longitudinais. Além d
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Yang, Keun-Hyeok, and Ashraf F. Ashour. "Aggregate interlock in lightweight concrete continuous deep beams." 2010. http://hdl.handle.net/10454/7562.

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yes<br>There are very few, if any, available experimental investigations on aggregate interlock capacity along diagonal cracks in lightweight concrete deep beams. As a result, the shear design provisions including the modification factor of ACI 318-08 and EC 2 for lightweight concrete continuous deep beams are generally developed and validated using normal weight simple deep beam specimens. This paper presents the testing of 12 continuous beams made of all-lightweight, sand-lightweight and normal weight concrete having maximum aggregate sizes of 4, 8, 13 and 19 mm. The load capacities of beams
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Brink, Anna Catharina. "Modeling aggregate interlock load transfer at concrete pavement joints." Thesis, 2003. http://hdl.handle.net/2263/28110.

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Katsaga, Tatyana. "Geophysical Imaging and Numerical Modelling of Fractures in Concrete." Thesis, 2010. http://hdl.handle.net/1807/24780.

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The goal of this research is to investigate the fundamentals of fracturing processes in heterogeneous materials such as concrete using geophysical methods and dynamic micromechanical models. This work describes how different aspects of fracture formation in concrete can be investigated using a combination of Acoustic Emission (AE) techniques, ultrasonic wave velocity imaging, and high resolution Computed Tomography (CT). Fracture formation and evolution were studied during shear failure of large reinforced concrete beams and compressive failure of concrete samples. AE analysis includes studyin
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Books on the topic "Aggregate interlock"

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Pruijssers, Adrianus Frans. Aggregate interloc and dowel action under monotonic and cyclic loading. Delft University Press, 1988.

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Forbes, Helliwell John, ed. Aggregate supply in INTERLINK: Model specification and empirical results. Organisation for Economic Co-operation and Development, 1985.

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E, Helliwell John, ed. Aggregate supply in interlink: Model specification and empirical results. OECD, 1985.

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Book chapters on the topic "Aggregate interlock"

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Lantsoght, E., C. van der Veen, and J. Walraven. "Residual capacity from aggregate interlock of cracked concrete slab bridge." In Bridge Maintenance, Safety, Management, Resilience and Sustainability. CRC Press, 2012. http://dx.doi.org/10.1201/b12352-506.

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Kim, J. H., B. Feng, E. Tutumluer, and Y. H. Byun. "Bender element pairs to effectively quantify local stiffness improvement due to geogrid-aggregate interlock." In Advances in Materials and Pavement Performance Prediction. CRC Press, 2018. http://dx.doi.org/10.1201/9780429457791-123.

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Jefferson, A., I. Mihai, and P. Lyons. "An approach to modelling smoothed crack closure and aggregate interlock in the finite element analysis of concrete structures." In Computational Modelling of Concrete Structures. CRC Press, 2014. http://dx.doi.org/10.1201/b16645-24.

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Conference papers on the topic "Aggregate interlock"

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Sells, Eric, John J. Myers, and Jeffery S. Volz. "Image Characterization Of Aggregate Interlock Of Self-Consolodating Concrete (Scc) Push Off Specimens." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-193-551.

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van Blerk, Gerhard, and Cara Fahey. "Pavement Design and Construction Technique using High Strength Stone Interlock Cemented Aggregate Matrix." In 2013 Airfield & Highway Pavement Conference. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413005.031.

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raveen, U., B. A. Al Muhit, and Mohd Zami ssss. "Aggregate Interlock Characteristic Of Palm Kernel Shell Concrete And Its Contribution To Shear Strengt." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_m-75-391.

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Ungermann, J., V. Adam, J. Hegger, and M. Claßen. "A Smeared Crack Modelling Approach for Aggregate Interlock and Mixed Mode Fracture of Concrete." In 14th WCCM-ECCOMAS Congress. CIMNE, 2021. http://dx.doi.org/10.23967/wccm-eccomas.2020.042.

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Sells, Eric, John J. Myers, and Jeffery S. Volz. "Aggregate Interlock Push-Off Test Results Of Self-Consolodating Concrete (Scc) For Use In Infrastructure Elements." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-194-552.

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Peng, Zhang. "The Base Material Segregation Control Technology Research of Strong Interlocked Skeleton Dense Graded Aggregate." In 2013 Fourth International Conference on Intelligent Systems Design and Engineering Applications (ISDEA). IEEE, 2013. http://dx.doi.org/10.1109/isdea.2013.547.

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