Relevant bibliographies by topics / Concrete creep behaviour

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

Academic literature on the topic 'Concrete creep behaviour'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 February 2022

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Journal articles on the topic "Concrete creep behaviour"

1

Ohashi, Kayo, Jun-ichi Arai, and Toshiaki Mizobuchi. "Study on estimation of creep behaviour of concrete at early age considering temperature effect." MATEC Web of Conferences 289 (2019): 10010. http://dx.doi.org/10.1051/matecconf/201928910010.

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Clarifying the creep behaviour of concrete at early age not only improves the accuracy of temperature stress analysis but also contributes to prediction accuracy and control measures in cracks caused by thermal stress. However, most past researches on creep behaviour were investigated after 28 days. Currently, it is difficult to accurately perceive the creep behaviour of concrete at an early age in the test method of creep which is generally carried out. Therefore, it is necessary to evaluate the creep behaviour of concrete at early age and to establish a convenient test method to estimate the
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Tavares, C. M. L., M. C. S. Ribeiro, A. J. M. Ferreira, and R. M. Guedes. "Creep behaviour of FRP-reinforced polymer concrete." Composite Structures 57, no. 1-4 (2002): 47–51. http://dx.doi.org/10.1016/s0263-8223(02)00061-2.

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Sprince, Andina, Aleksandrs Korjakins, and Leonids Pakrastinsh. "Creep Behaviour of Concrete With Glass Waste Microfiller." Environment. Technology. Resources. Proceedings of the International Scientific and Practical Conference 2 (August 5, 2015): 125. http://dx.doi.org/10.17770/etr2011vol2.1003.

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Every year there are several hundred tons of waste glass produced in Latvia. Glass can be re-used as a fine raw material and it presents a possibility to save natural, non-renewable materials. The use of glass powder in concrete production can make the construction industry more environmentally friendly. This paper examines the possibility of using glass powder as cement replacement in a new type of concrete. In the experiment, cement was partially (20% and 40%) replaced with glass powder. The long-term deformation (creep) of this new concrete was monitored. Three different concrete mixtures w
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Awal, A. S. M. A., M. Z. A. Majid, S. M. Shirazi, and K. Y. Yuan. "Deformation Behaviour of Glass Fibre Reinforced Concrete Containing Palm Oil Fuel Ash." Applied Mechanics and Materials 780 (July 2015): 33–38. http://dx.doi.org/10.4028/www.scientific.net/amm.780.33.

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Palm oil fuel ash (POFA) has been known to be a good pozzolanic material and played an effective role in improving the physical and mechanical properties of concrete. This paper highlights the results obtained from the laboratory tests on compressive strength, modulus of elasticity, creep and shrinkage of glass fibre reinforced concrete (GFRC) containing POFA. Concrete specimens of grade 30 was designed following DoE method where GFRC with 0.5% fibre content was prepared with OPC replaced by 20% POFA by weight. Laboratory tests based on short-term investigation showed that the modulus of elast
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Wang, Yongbao, Renda Zhao, Yi Jia, and Ping Liao. "Creep Characteristics Of Concrete Used In Long-Span Arch Bridge." Baltic Journal of Road and Bridge Engineering 14, no. 1 (2019): 18–36. http://dx.doi.org/10.7250/bjrbe.2019-14.431.

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The reinforced concrete arch bridge with concrete-filled steel tubular stiffened skeleton is extensively used in the mountainous area of southwest China due to their long span and high stability. Beibanjiang Bridge located in Shanghai- Kunming high-speed railway, which had a record span of 445 m, has recently been completed in 2016. However, concrete creep and shrinkage have pronounced effects on the long-term deflection and stress redistribution of this bridge. Several concrete creep and shrinkage specimens in the natural environment were made to predict the long-term behaviour of this bridge
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Al Chami, G., M. Thériault, and K. W. Neale. "Creep behaviour of CFRP-strengthened reinforced concrete beams." Construction and Building Materials 23, no. 4 (2009): 1640–52. http://dx.doi.org/10.1016/j.conbuildmat.2007.09.006.

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Liu, Yu-shan, Jian-yong Pang, and Wei-jing Yao. "Effects of High Temperature on Creep Behaviour of Glazed Hollow Bead Insulation Concrete." Materials 13, no. 17 (2020): 3658. http://dx.doi.org/10.3390/ma13173658.

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Glazed hollow bead insulation concrete (GHBC) presents a promising application prospect in terms of its light weight and superior fire resistance. However, only a few studies have focused on the creep behaviour of GHBC exposed to high temperatures. Therefore, in this study, the mechanism of high temperature on GHBC is analysed through a series of tests on uniaxial compression and multistage creep of GHBC, exposed from room temperature up to 800 °C. The results show a decrease in the weight and compressive strength of GHBC as the temperature rises. After 800 °C, the loss of weight and strength
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Li, Shiwei, Yongqing Yang, Wangqing Wen, and Aiguo Yan. "Theoretical Framework for Creep Effect Analysis of Axially Loaded Short CFST Columns under High Stress Levels." Advances in Civil Engineering 2020 (May 21, 2020): 1–11. http://dx.doi.org/10.1155/2020/5694630.

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Due to its excellent mechanical performances, axially loaded concrete-filled steel circular tube (CFST) columns have been widely used in structural engineering. As an important long-term behaviour of CFST structures, the creep has an obvious nonlinear property under high stress levels, which makes the influence of creep more complicated. In this study, to analyze the impacts of nonlinear creep effect on the behaviour of axially loaded short CFST columns, a complete theoretical framework for coupling analysis of 3D creep effect and material nonlinearity was presented. First, the concrete damage
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Cagnon, Hugo, Thierry Vidal, Alain Sellier, and Jean Michel Torrenti. "Transient Thermal Creep at Moderate Temperature." Key Engineering Materials 711 (September 2016): 885–91. http://dx.doi.org/10.4028/www.scientific.net/kem.711.885.

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The Cigéo project initiated by Andra (the French national agency for nuclear wastes management) concerns a deep geological disposal situated in an impermeable layer of clay approximately 500 m under ground. The High Performance Concrete (HPC) galleries will allow Intermediate Level Long-Life Nuclear Wastes to be stored. These exothermic radioactive wastes will induce a temperature rise which may reach 70°C. The very few studies that have investigated the effect of temperatures below 100°C on concrete behaviour have shown that temperature amplifies long-term deformations more than instantaneou
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Raue, Erich, and Thorsten Heidolf. "ANALYSIS OF THE TIME‐DEPENDENT BEHAVIOUR OF COMPOSITE CROSS‐SECTIONS BY LAPLACE‐TRANSFORM." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 11, no. 3 (2005): 203–9. http://dx.doi.org/10.3846/13923730.2005.9636351.

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Composite structures consisting of precast and cast in‐situ concrete elements are increasingly common. These combinations demand a mechanical model which takes into account the time‐dependent behaviour and analysis of the different ages of the connected concrete components. The effect of creep and shrinkage of the different concrete components can be of relevance for the state of serviceability, as well as for the final state. The long‐time behaviour of concrete can be described by the rate‐of‐creep method, combined with a discretisation of time. The internal forces are described for each time
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Dissertations / Theses on the topic "Concrete creep behaviour"

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Al, Chami Ghfran. "Creep behaviour of CFRP Strengthened concrete columns and beams." Thèse, Université de Sherbrooke, 2006. http://savoirs.usherbrooke.ca/handle/11143/1783.

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Numerous studies have been carried out on confined concrete columns and externally strengthened concrete beams. The main concern, throughout these studies, was the static and short-term response. However, little has been done concerning the creep behaviour of such elements. This investigation presents a series of experiments that were carried out at the University of Sherbrooke in an attempt to clarify the time-dependent behaviour of FRP-strengthened concrete elements. Forty-two concrete cylinders, unconfined and confined with carbon fibre reinforced polymer (CFRP) wraps, in addition to 26 con
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Boukendakdji, Mustapha. "Mechanical properties and long-term deformation of slag cement concrete." Thesis, University of Leeds, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.236998.

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De, Vittorio Stefano. "Time-dependent behaviour of reinforced concrete slabs." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3247/.

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In this thesis is studied the long-term behaviour of steel reinforced slabs paying particular attention to the effects due to shrinkage and creep. Despite the universal popularity of using this kind of slabs for simply construction floors, the major world codes focus their attention in a design based on the ultimate limit state, restraining the exercise limit state to a simply verification after the design. For Australia, on the contrary, this is not true. In fact, since this country is not subjected to seismic effects, the main concern is related to the long-term behaviour of the structure.
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Liu, Chi-hong, and 廖志航. "Time-dependent behaviour of concrete structures with special referenceto podium and frame structures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2007. http://hub.hku.hk/bib/B38674245.

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Kavaliauskas, Saulius. "Behaviour of timber-concrete composite beam interconnection with inclined screws." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2010. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100317_151205-00517.

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The dissertation investigates the behaviour of timber-concrete connections with inclined screws – the load carrying capacity and deformability. The essen¬tial objects of investigation are the load carrying capacity of inclined screws; the modules of connection slip deformation, and the mechanical properties of mate¬rials and ware of which the connection is made. The load-carrying capacity of the connection depends on the properties of the material of connected member and the connectors, on which depends the strength and stiffness of the composite member. The main aim of dissertation is to crea
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Daugevičius, Mykolas. "Influence of long-term load on the behaviour of reinforced concrete beams strengthened with carbon fibre composite." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2011. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110210_102023-13761.

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The influence of long-term load on the reinforced concrete beams strength-ened with a carbon fiber composite layer in the tensioned zone is considered in this dissertation. The evolution of deformations in the layers of the beams and the evolution of beam deflection is analyzed. The load carrying capacities after a long-term load action are also determined herein. The built-up-bars theory for calculation of deflections and the load carrying capacity after a long-term load action is presented in this dissertation. The thesis consists of an introduction, four main chapters, the results and concl
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Delsaute, Brice. "New approach for Monitoring and Modeling of the Creep and Shrinkage behaviour of Cement Pastes, Mortars and Concretes since Setting Time." Thesis, Paris Est, 2016. http://www.theses.fr/2016PESC1104/document.

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Lors de la construction de structure réalisée en plusieurs phases de bétonnage, les déformations du béton sont restreintes durant son durcissement. Quand le retrait est restreint, des contraintes de traction sont induites dans le matériau et un risque de fissuration est présent. Il est alors nécessaire de modéliser l’évolution des propriétés au jeune âge afin de prédire le comportement de la structure durant le jeune âge du béton. La difficulté réside dans le fait que la modélisation des propriétés du béton doit être basée sur des données expérimentales au jeune âge et que ces données doivent
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Delsaute, Brice. "New approach for Monitoring and Modelling of the Creep and Shrinkage behaviour of Cement Pastes, Mortars and Concretes since Setting Time." Doctoral thesis, Universite Libre de Bruxelles, 2016. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/241829.

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For usual concrete structure built in several phases, concrete deformations are restrained during the hardening process. When shrinkage is restrained, tensile stresses are induced and a cracking risk occurs. Modelling the evolution of an early age set of parameters on concrete is necessary to predict the early age behaviour of concrete structures. The difficulty lies in the fact that the modelling of concrete properties must be based on experimental data at early age and this data must be obtained automatically because the hardening process of the concrete takes place rapidly during the first
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Stavropoulou, Eleni. "Comportement différé des interfaces argilite/béton : caractérisation et modélisation." Thesis, Université Grenoble Alpes (ComUE), 2017. http://www.theses.fr/2017GREAI077/document.

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La gestion des déchets radioactifs est une question environnementale importante, en particulier dans les pays où l'énergie nucléaire est générée. L'Andra (Agence Nationale pour la gestion des Déchets RAdioactifs) étudie la solution d'un stockage géologique profond dans un couche d'argilite Callovo Oxfordienne (COx). L'étanchéité des galeries souterraines est partiellement assurée par une barrière mécanique en béton qui est directement en contact avec l'argilite. Tels projets nécessitent une prédiction de déformations irréversibles dans le temps sur une grande échelle, afin d'évaluer la durabil
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Kavanaugh, Bryan Palmer Schindler Anton K. "Creep behavior of self-consolidating concrete." Auburn, Ala, 2008. http://repo.lib.auburn.edu/EtdRoot/2008/SUMMER/Civil_Engineering/Thesis/Kavanaugh_Bryan_38.pdf.

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Books on the topic "Concrete creep behaviour"

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Serna, Pedro, Aitor Llano-Torre, and Sergio H. P. Cavalaro, eds. Creep Behaviour in Cracked Sections of Fibre Reinforced Concrete. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1001-3.

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Serna, Pedro, Aitor Llano-Torre, and Sergio H. P. Cavalaro. Creep Behaviour in Cracked Sections of Fibre Reinforced Concrete: Proceedings of the International RILEM Workshop FRC-CREEP 2016. Springer, 2018.

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Serna, Pedro, Aitor Llano-Torre, and Sergio H. P. Cavalaro. Creep Behaviour in Cracked Sections of Fibre Reinforced Concrete: Proceedings of the International RILEM Workshop FRC-CREEP 2016. Springer, 2016.

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Jungwirth, Hubert Rüsch Dieter. Creep and Shrinkage: Their Effect on the Behavior of Concrete Structures. Springer, 2011.

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Book chapters on the topic "Concrete creep behaviour"

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Ranzi, Gianluca, Giovanni Di Luzio, Massimiliano Bocciarelli, et al. "Time-dependent behaviour of concrete." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch2.

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<p>This chapter provides an introduction to the constitutive models commonly specified in design guidelines to describe the time-dependent behaviour of concrete and that can be used for the time-dependent analysis of composite structures. These formulations range from the simplest algebraic methods, such as the Effective Modulus Method that is widely recommended in design guidelines, to more sophisticated approaches that can account for creep and shrinkage effects in advanced modelling. The last part of the chapter provides a brief overview of multi-physics modelling that could be useful in predicting the concrete time-dependent response for composite construction.</p>
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Radnić, Jure, Domagoj Matešan, and Marija Smilović. "Nonlinear Creep Model for Concrete in Analysis of Plates and Shells." In Materials with Complex Behaviour II. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-22700-4_9.

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Ayyar, R. Subrahmonia, and Suresh N. Joshi. "Effect of Temperature on the Creep Behaviour of Polymer Mortars." In Adhesion between polymers and concrete / Adhésion entre polymères et béton. Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_8.

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Ranzi, Gianluca, Raymond Ian Gilbert, Graziano Leoni, et al. "Introduction." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch1.

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<p>This chapter provides an introduction to the constitutive models commonly specified in design guidelines to describe the time-dependent behaviour of concrete and that can be used for the time-dependent analysis of composite structures. These formulations range from the simplest algebraic methods, such as the Effective Modulus Method that is widely recommended in design guidelines, to more sophisticated approaches that can account for creep and shrinkage effects in advanced modelling. The last part of the chapter provides a brief overview of multi-physics modelling that could be useful in predicting the concrete time-dependent response for composite construction.</p>
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Llano-Torre, Aitor, and Pedro Serna. "Fibre Reinforced Concrete Characterization." In Round-Robin Test on Creep Behaviour in Cracked Sections of FRC: Experimental Program, Results and Database Analysis. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-72736-9_3.

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Galeote, Eduardo, Ana Blanco, Albert de la Fuente, and Sergio H. P. Cavalaro. "Creep Behaviour of Cracked High Performance Fibre Reinforced Concrete Beams Under Flexural Load." In RILEM Bookseries. Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-1001-3_10.

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Zerbino, Raúl L., Graciela M. Giaccio, Diego H. Monetti, and María C. Torrijos. "Effect of Beam Width on the Creep Behaviour of Cracked Fibre Reinforced Concrete." In RILEM Bookseries. Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-1001-3_14.

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Pujadas, P., Ana Blanco, Sergio H. P. Cavalaro, Albert de la Fuente, and A. Aguado. "Flexural Post-cracking Creep Behaviour of Macro-synthetic and Steel Fiber Reinforced Concrete." In RILEM Bookseries. Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-1001-3_7.

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Benboudjema, Farid, Fékri Meftah, Grégory Heinfling, Fabrice Lemaou, and Jean Michel Torrenti. "Delayed Effects - Creep and Shrinkage." In Mechanical Behavior of Concrete. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118557587.ch9.

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Vrijdaghs, Rutger, Marco di Prisco, and Lucie Vandewalle. "Uniaxial Tensile Creep Behavior of Two Types of Polypropylene Fiber Reinforced Concrete." In International Congress on Polymers in Concrete (ICPIC 2018). Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_48.

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Conference papers on the topic "Concrete creep behaviour"

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Jiang, Wei, Yong Yuan, and Zhenghong Yang. "Creep Behaviour of Concrete Structures under Lower High Temperatures (80∼240 °C)." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.185.

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Candido, L., F. Micelli, E. Vasanelli, M. A. Aiello, and G. Plizzari. "Cracking Behaviour of FRC Beams under Long-Term Loading." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.137.

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Pereira, J. M., and V. De Gennaro. "Effects of Humidity on the Time-Dependent Behaviour of Geomaterials." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.039.

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Nieuwoudt, P. D., and W. P. Boshoff. "Modelling the Time-Dependent Pull-Out Behaviour of Hooked Steel Fibres." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.174.

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Sanahuja, J., and M. Di Ciaccio. "From Micromechanisms to Mechanical Behaviour: An Application to the Ageing Creep of a Cement Paste." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.121.

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Farah, M., A. Loukili, and F. Grondin. "Experimental Investigation of the Creep-Damage Interaction Effect on the Mechanical Behaviour of Hardening Concrete." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.164.

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Vrablik, Lukas, and Milan Holy. "Numerical Simulation of the Long-Term Behaviour of Long Span Prestressed Concrete Bridges." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.087.

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Serna, P., A. Llano-Torre, E. García-Taengua, and J. R. Martí-Vargas. "Database on the Long-Term Behaviour of FRC: A Useful Tool to Achieve Overall Conclusions." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.180.

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Valente, T. "A new basic creep model coupled with a thermomechanical model for the numerical simulation of the time-dependent behaviour of concrete structures." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.232972.

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Řoutil, L., M. Chromá, B. Teplý, and D. Novák. "Prediction of the Time-Variant Behaviour of Concrete Sewer Collection Pipes Undergoing Deterioration Due to Biogenic Sulfuric Acid." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.026.

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