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Artykuły w czasopismach na temat "Concrete Ageing"
Van Breugel, K., i T. A. Van Beek. "Ageing of old and modern concrete structures – Observations and research". Revista ALCONPAT 7, nr 1 (31.01.2017): 57–72. http://dx.doi.org/10.21041/ra.v7i1.174.
Pełny tekst źródłaBamforth, P. B., i W. F. Price. "The Long-Term Properties of Concrete Used in Prestressed Concrete Pressure Vessels". Proceedings of the Institution of Mechanical Engineers, Part A: Journal of Power and Energy 208, nr 2 (maj 1994): 123–34. http://dx.doi.org/10.1243/pime_proc_1994_208_021_02.
Pełny tekst źródłaMOCEIKIS, Rimvydas, Asta KIČAITĖ, Gintautas SKRIPKIŪNAS i Aleksandrs KORJAKINS. "AGEING MODELS AND ACCELERATED AGEING TESTS OF GLASS FIBER REINFORCED CONCRETE". Engineering Structures and Technologies 10, nr 1 (27.04.2018): 10–17. http://dx.doi.org/10.3846/est.2018.1467.
Pełny tekst źródłaYu, Xin, Quantao Liu, Pei Wan, Jiangkai Song, Huan Wang, Feiyang Zhao, Yafei Wang i Jinyi Wu. "Effect of Ageing on Self-Healing Properties of Asphalt Concrete Containing Calcium Alginate/Attapulgite Composite Capsules". Materials 15, nr 4 (14.02.2022): 1414. http://dx.doi.org/10.3390/ma15041414.
Pełny tekst źródłaXu, Shi, Xueyan Liu, Amir Tabaković i Erik Schlangen. "The influence of asphalt ageing on induction healing effect on porous asphalt concrete". RILEM Technical Letters 3 (18.02.2019): 98–103. http://dx.doi.org/10.21809/rilemtechlett.2018.74.
Pełny tekst źródłaKucharczyková, Barbara, Petr Daněk, Dalibor Kocáb i Petr Misák. "Experimental Analysis on Shrinkage and Swelling in Ordinary Concrete". Advances in Materials Science and Engineering 2017 (2017): 1–11. http://dx.doi.org/10.1155/2017/3027301.
Pełny tekst źródłaHall, Jon G. "AI Spots Crumbling Concrete". ITNOW 66, nr 1 (15.02.2024): 28–29. http://dx.doi.org/10.1093/itnow/bwae014.
Pełny tekst źródłaBURMAN, A., D. MAITY, S. SREEDEEP i I. GOGOI. "LONG-TERM INFLUENCE OF CONCRETE DEGRADATION ON DAM–FOUNDATION INTERACTION". International Journal of Computational Methods 08, nr 03 (wrzesień 2011): 397–423. http://dx.doi.org/10.1142/s0219876211002472.
Pełny tekst źródłaRadziszewski, Piotr. "MODIFIED ASPHALT MIXTURES RESISTANCE TO PERMANENT DEFORMATIONS". JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 13, nr 4 (31.12.2007): 307–15. http://dx.doi.org/10.3846/13923730.2007.9636451.
Pełny tekst źródłaSistonen, Esko, Fahim Al-Neshawy i Miguel Ferreira. "Ageing Management Platform For NPP Concrete Structures". IABSE Symposium Report 103, nr 1 (11.02.2015): 280–87. http://dx.doi.org/10.2749/222137815815622942.
Pełny tekst źródłaRozprawy doktorskie na temat "Concrete Ageing"
Mogilnickij, Edgar. "Betoninio ir gelžbetoninio elementų betono įtempių relaksacijos dėl tiesinio valkšnumo skaitinė analizė". Master's thesis, Lithuanian Academic Libraries Network (LABT), 2012. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120723_105605-79936.
Pełny tekst źródłaIn the thesis, the numerical model for reinforced concrete time dependent stress – strain analysis has been proposed. Volterra‘s integral equation serves the basis to resolve the pure relaxation task of plain concrete element as well as predicting the stress development history in analysis of reinforced concrete uniaxialy loaded column. The calculations were conducted by an original computer code written using C# programming language (MS Visual Studio surrounding) according to the procedural programming technique. The results has been reflected studying the change in the time-dependent stresses of concrete as well as evaluating the coefficient of ageing and strains development with time. The correctness of the results obtained was verified with the results given in Ghali et.al 2002 book in terms of the concrete ageing coefficient resulted from the pure relaxation task. In the thesis, the approximate expressions for description of the reinforced concrete ageing coefficient using the plain concrete coefficient of ageing, obtained from relaxation task, were also proposed. This allows us to determine the concrete stresses in more accurate way than EC-2 approximate approach based on value of 0.8 for the ageing coefficient. These approximations enables the reduction of errors, more proper evaluation in the concrete stress history and deflections as well as can economize the reinforcement quantity in the prestressed concrete structures. The Thesis involves the following chapters:... [to full text]
Honorio, de Faria Tulio. "Modelling Concrete Behaviour At Early-Age : Multiscale Analysis And Simulation Of A Massive Disposal Structure". Thesis, Cachan, Ecole normale supérieure, 2015. http://www.theses.fr/2015DENS0045/document.
Pełny tekst źródłaThe accurate prediction of the long and short-term behaviour of concrete structures in the nuclear domain is essential to ensure optimal performances (integrity, containment roperties) during their service life. In the particular case of massive concrete structures, at early age the heat produced by hydration reactions cannot be evacuated fast enough so that high temperatures may be reached and the resulting gradients of temperature might lead to cracking according to the external and internal restraints to which the structures are subjected. The goals of this study are (1) to perform numerical simulations in order to describe and predict the thermo-chemo-mechanical behaviour at early-age of a massive concrete structure devoted to nuclear waste disposal on surface, and (2) to develop and apply upscaling tools to estimate rigorously the key properties of concrete needed in an early-age analysis from the composition of the material. Firstly, a chemo-thermal analysis aims at determining the influence of convection, solar radiation, reradiation and hydration heat on the thermal response of the structure. Practical recommendations regarding concreting temperatures are provided in order to limit the maximum temperature reached within the structure. Then, by means of a mechanical analysis, simplified and more complex (i.e. accounting for coupled creep and damage) modelling strategies are used to assess scenarios involving different boundary conditions defined from the previous chemo-thermal analysis. Secondly, a study accounting for the multiscale character of concrete is performed. A simplified model of cement hydration kinetics is proposed. The evolution of the different phases at the cement paste level can be estimated. Then, analytical and numerical tools to upscale the ageing properties are presented and applied to estimate the mechanical and thermal properties of cementbased materials. Finally, the input data used in the structural analysis are compared with the estimations obtained in the multiscale analysis. To conclude, the entire strategy proposed in this thesis aims at predicting the behaviour of massive concrete structures from the composition of the concrete by means of a sequenced approach: concrete behaviour is estimated using the upscaling tools, providing then the input data to the phenomenological analysis at the structure level
Edwards, Ylva. "Influence of waxes on bitumen and asphalt concrete mixture performance". Doctoral thesis, KTH, Väg- och banteknik, 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-553.
Pełny tekst źródłaQC 20101006
Horák, Marek. "Analýza stárnutí vybraných materiálů stokových sítí". Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-233817.
Pełny tekst źródłaStaškus, Ignas. "Įtempių ir deformacijų būvis kintamai apkrovai laiko atžvilgiu". Master's thesis, Lithuanian Academic Libraries Network (LABT), 2014. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2014~D_20140619_161144-46488.
Pełny tekst źródłaThe designer calculates a building as an instantly built. However, during construction the permanent load is increasing gradually because the floors are built step by step. This paper introduces a numerically implemented mathematical model for the column analysis accounting for the stress and strain change in reinforcement and concrete with time due to the increasing in time permanent loads induced by the self-weight of each slab during construction. The mathematical formulation is based on the superposition principle for the creep strain described by Volterra's integro-differential equation and involves a matrix solution of linear equations derived via application of the generalized mean theorem for integration. The results obtained are also verified analytically. Finally, the proposed model is applied to calculate extra shear forces caused by the deflections appearing to the adjacent columns of different cross-sections. The results obtained are also compared with the approximate calculation treating the building as an instantly built. The results indicate that additional shear forces due to different displacements of the adjacent columns are quite mild. However, the additional shear forces can be sufficiently high, if the column is located near the high stiffness walls in a non-sway building. In this case, the extra shear forces should be determined via time-dependent analysis accounting on the creep and shrinkage strains relying on the gradually increasing load during... [to full text]
Tchetgnia, Ngassam Inès Leana. "Durabilité des réparations des ouvrages d'art en béton". Phd thesis, Université Paris-Est, 2013. http://tel.archives-ouvertes.fr/tel-00981689.
Pełny tekst źródłaBichet, Lionel. "Mécanismes de transports dans la fissuration des matériaux hétérogènes : application à la durée de vie d’exploitation des centrales nucléaires". Thesis, Montpellier, 2017. http://www.theses.fr/2017MONTS001/document.
Pełny tekst źródłaDuring their confinement in a nuclear power plant, the mechanical properties of the constitutive materials of concrete change as a result of ageing. This is due to the transportation of chemical species at the microscopic level of the media. Firstly, this can be modelled with average equations. The Fick laws represent the evolution of chemical diffusion and the Fourier laws, the transportation of heat at a mesoscopic level. In this research, we will consider thermal evolution on a fractured media.This thermomechanical problem is solved with a staggered method. The mechanical contribution used an approach based on multi-bodies system linked with cohesive zone models. The thermal problem is based on the approximation of the heat transfer equation at the cohesive interface. This approach has been implemented and validated. The description of the heat trough the interface is composed with the definition of an homogenised conductivity and the local damage parameter. In order to optimize the computational cost with a good agreement of the crack propagation, a criterion is proposed for sizing a representative elementary volume (REV). The eigenerosion method is used, validated and extended to heterogeneous media. Two studies are carried out on the morphological properties on a cementious media. As a result of those studies, a minimal size for a REV is defined.Crack spread under thermal loads are investigated on a media representing the concrete of the containment of a nuclear power station. The ageing effect are taken into account as an initial damage between the mortar and the aggregates. These parameters are expressed in terms of rate of initial damage. A study is proposed for different values of this rate. As assumed, the development of multi-cracks is linked with the rate of initial damage and the creation of thermal border is proposed
Bouhjiti, David El Mahdi. "Analyse probabiliste de la fissuration et du confinement des grands ouvrages en béton armé et précontraint". Thesis, Université Grenoble Alpes (ComUE), 2018. http://www.theses.fr/2018GREAI058/document.
Pełny tekst źródłaConcrete is a heterogeneous, multiphasic and ageing material. Consequently, its properties show intrinsically spatiotemporal variations. For large reinforced and prestressed concrete structures such as Nuclear Containment Buildings (NCB), these variations directly affect the kinetic of their ageing process in terms of cracking, drying, creep and tightness. They also lead, within the structure's volume, to a non-negligible spatial heterogeneity of the concrete's behavior to the applied Thermo-Hydro-Mechanical (THM) loads during the operational lifespan. Consequently, the introduction of such variations in numerical models is a mandatory step to enhance the assessment of these structures’ present behavior and the accuracy of predictive analyses of their future one. With that aim in view, the thesis suggests a global coupling strategy of THM-L models (Thermo-Hydro-Mechanical with Leakage estimation) and non-intrusive stochastic approaches adapted for the strongly non-linear and time consuming simulations of ageing phenomena and the large number of inputs they require. Applied to the VeRCoRs mock-up (1:3 scaled containment building) at the scale of Representative Structural Volumes (RSV), this thesis addresses the following issues:(a) RSV-based modeling of concrete ageing from the early age phase: The modeling of concrete’s ageing is based on a staggered Thermo-Hydro-Mechanical with Leakage evaluation (THM-L) strategy. In particular, concrete cracking is modeled according to a Stochastic Size Effect Law (SSEL) and a regularized, local, ageing and damage-based constitutive model. The spatial heterogeneity of the concrete's properties (mainly the Young's modulus) is described using Random Fields (RF). This leads to a better description of concrete cracking both qualitatively and quantitatively. Accordingly, the modeling of the structural tightness is also improved.(b) Most influential THM-L parameters: Using a 1st order sensitivity analysis strategy (One-Factor-At-a-Time OFAT perturbation method), the relative effect of the THM-F parameters on the computed behavior is quantified. The obtained results show a hierarchized list of the most influential parameters and their associated physical phenomena. A selection is then achieved to keep relevant parameters only for uncertainty propagation step and higher-order sensitivity analyses throughout the THM-L coupling path.(c) Uncertainties propagation through THM-L calculation steps: Surface Response Methods (SRM) are used to define the associated RSV-based THM-L meta-models. For the stochastic modeling of concrete’s cracking an original Adaptive-SRM-based algorithm is suggested. Whereas for continuous THM-L quantities, a Polynomial Chaos based strategy is retained. Finally, as the meta-models are explicit within a defined and bounded domain, crude Monte Carlo Method is applied, at low cost, aiming at the CDFs and the reliability analysis of the considered variables of interest.Eventually, the suggested SFEM shall lead operators to a better quantification of uncertainties related to the behavior of their strategic civil engineering structures. This remains a crucial step towards the enhancement of durability assessment and repair/maintenance operations planning
Pedro, Rudimar. "Produção de blocos de concreto celular usando espumígeno de ácidos graxos de coco e resíduos de pedras roladas de ágata". reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/163466.
Pełny tekst źródłaThe state of Rio Grande do Sul is the third largest producer of gemstones in Brazil, only losing to the states of Minas Gerais and Bahia, and agate production stands out in the region of Salto do Jacuí. Great amounts of waste, which are waiting for environmentally correct destination and use, are produced in mining and processing. Particularly, this study assessed the potential use of rolling waste of agates in civil construction, and the manufacturing of foam concrete blocks as a full substitute for sand. Additionally, a mixture was made of two foaming agents derived from coconut fatty acids as air-developer agent, and as hydraulic binder the Portland CP V ARI-RS cement. The production methodology was based on the production model of the blocks in a small industry, which produces and sells foam concrete blocks in the region of Passo Fundo, RS, Brazil. In a previous bench study the parameters foam composition, residue granulometry, water content, and mix time were adequate and later replicated industrially. The materials composing foam concrete blocks are rolled agate stones silica (SiO2 – 92.5%), foam from coconut fatty acids, fresh water, and cement as binder. In bench tests, 36 cylindrical specimens were produced, with 50 mm of diameter and 100 mm of height, with different volumes of incorporated air, divided into three groups. The samples were kept at room temperature for 28 days with healing process, and after that, the resistance to compression, density, and air bubbles distribution were analyzed. Results were assessed by Analysis of Variance, and showed that Group II presented density of 430 Kg/m3 and resistance of 0.92 MPa. This result is close to meeting the requirements of the norm for resistance class of < 400 Kg/cm3 (NBR 13438, 2013).
Alachek, Ibrahim. "Comportement au cours du temps des éléments de structure multi-matériaux collés : application aux structures hybrides béton – GFRP". Thesis, Lyon, 2018. http://www.theses.fr/2018LYSE1111/document.
Pełny tekst źródłaThis dissertation focuses on the short- and long-term responses of bonded hybrid beams consisting of a GFRP-pultruded profile bonded by an epoxy adhesive joint to a reinforced concrete-slab. The problems related to the durability and the long-term response of these structures still represent an open issue. The present study is meant to increase the knowledge and understanding of these hybrid structures in this context. Firstly, different accelerated ageing tests were carried out to evaluate the effects of some environmental agents such as water, moisture and freeze thaw cycles in the behaviour of GFRP/concrete bonded assemblies. Mechanical characterizations were carried out on control and exposed of both materials and push-out specimens to quantify the degradation and damage of the mechanical resistance of each material and of the adhesive bond properties. The water effect on the adhesion of the joints was found to be significant, especially at longer immersion times. The second part was directed at characterizing the push-out test. An experimental parametric study was performed to elaborate a methodology of fabrication of the push-out specimens that can reduce the dispersion of results and give an accurate prediction of the shear strength on a limited set of specimens. Also, a 3D finite-element model was developed using the finite-element code Cast3m. This model showed that the stress components, especially peel and shear stresses, are not constants across the bonding area and peaking near the free edges (stress concentrations). A numerical parametric study allowed to conclude that the most effective geometrical parameters influencing bond between GFRP and concrete were the bonded length and the dimensions of the concrete substrate. Last part deals with experimental and numerical investigations carried out to study the short- and long-term flexural behaviour of full-scale hybrid beams. All experiments showed considerable increase in beam deflection over time due to concrete creep and shrinkage and GFRP creep. Finally, 3D-finite-element models, realized with Cast3m, are developed based on the incremental formulation of the linear-viscoelasticity theory. The proposed models allow evaluation of the long-term deflection of the pultruded and hybrid beams. Using the proposed model, evolution with time of stresses, strains and displacements in different location of the hybrid beam are obtained
Książki na temat "Concrete Ageing"
Dunster, A. Durability of ageing high alumina cement (HAC) concrete: A literature review and summary of BRE research findings. London: BRE, 2000.
Znajdź pełny tekst źródłaIAEA. Ageing Management of Concrete Structures in Nuclear Power Plants. International Atomic Energy Agency, 2016.
Znajdź pełny tekst źródłaAndersen, Jorgen Vitting. From Minority Games to $-Games. Redaktorzy Shu-Heng Chen, Mak Kaboudan i Ye-Rong Du. Oxford University Press, 2018. http://dx.doi.org/10.1093/oxfordhb/9780199844371.013.17.
Pełny tekst źródłaBacon, Andrew. Vagueness and Decision. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198712060.003.0009.
Pełny tekst źródłaBlackham, Alysia. Reforming Age Discrimination Law. Oxford University PressOxford, 2022. http://dx.doi.org/10.1093/oso/9780198859284.001.0001.
Pełny tekst źródłaDeJonge, Michael P. Church and State. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198824176.003.0005.
Pełny tekst źródłaHumphreys, Paul. Computational Economics. Redaktorzy Don Ross i Harold Kincaid. Oxford University Press, 2009. http://dx.doi.org/10.1093/oxfordhb/9780195189254.003.0013.
Pełny tekst źródłaTsur, Reuven. Elusive Qualities in Poetry, Receptivity, and Neural Correlates. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190457747.003.0013.
Pełny tekst źródłaLeftow, Brian. The Argument from Possibility. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190842215.003.0025.
Pełny tekst źródłaHasty, Christopher. Meter as Rhythm. Oxford University Press, 2020. http://dx.doi.org/10.1093/oso/9780190886912.001.0001.
Pełny tekst źródłaCzęści książek na temat "Concrete Ageing"
Pijaudier-Cabot, Gilles, Khalil Haidar, Ahmed Loukili i Mirvat Omar. "Ageing and durability of concrete structures". W Degradations and Instabilities in Geomaterials, 255–86. Vienna: Springer Vienna, 2004. http://dx.doi.org/10.1007/978-3-7091-2768-1_9.
Pełny tekst źródłaGallittre, Etienne, James Mok i Jean Luc Valfort. "Ageing Management of Concrete Structures of NPPs". W RILEM State-of-the-Art Reports, 49–61. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0904-8_4.
Pełny tekst źródłaMiyazato, Shinichi, Takashi Yamamoto i Ryousuke Takahashi. "Study on Triage for Deteriorated Concrete Structures by JSCE-342". W The Ageing of Materials and Structures, 69–79. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70194-3_6.
Pełny tekst źródłaSeni, Claude, i Leonid Ianko. "An International Database of Nuclear Concrete Structures Ageing". W Industrial Information and Design Issues, 285–90. Berlin, Heidelberg: Springer Berlin Heidelberg, 1996. http://dx.doi.org/10.1007/978-3-642-80286-7_32.
Pełny tekst źródłaBenzarti, Karim, Marc Quiertant, Sylvain Chataigner i Christophe Aubagnac. "Durability of FRP Strengthened Concrete Specimens under Accelerated Ageing". W Organic Materials for Sustainable Construction, 529–52. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118616734.ch24.
Pełny tekst źródłaQuiertant, Marc, Karim Benzarti, Julien Schneider, Fabrice Landrin, Mathieu Landrin i Frédéric Boinski. "Durability of FRP to Concrete Bonded Interface Under Accelerated Ageing". W RILEM Bookseries, 605–11. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0867-6_85.
Pełny tekst źródłaValliappan, Somasundaram, i Calvin Chee. "Ageing Degradation of Concrete Dams Based on Damage Mechanics Concepts". W Computational Structural Engineering, 21–35. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_3.
Pełny tekst źródłaPareek, Sanjay, Yusuke Suzuki, Ken-ichi Kimura, Yusuke Fujikura i Yoshikazu Araki. "Radiation Shielding Properties and Freeze-Thaw Durability of High-Density Concrete for Storage of Radioactive Contaminated Soil in Fukushima". W The Ageing of Materials and Structures, 97–109. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70194-3_8.
Pełny tekst źródłaKouevidjin, B., J. F. Barthélémy, C. Somé, H. Ben Dhia i A. Feeser. "Effect of Thermal Ageing on the Mechanical Properties and Cracking Behaviour of Asphalt Concrete". W RILEM Bookseries, 631–37. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-46455-4_80.
Pełny tekst źródłaBenzarti, K., M. Quiertant, C. Marty, S. Chataigner i C. Aubagnac. "Effects of Accelerated Ageing on the Adhesive Bond Between Concrete Specimens and External CFRP Reinforcements". W Advances in FRP Composites in Civil Engineering, 385–89. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_84.
Pełny tekst źródłaStreszczenia konferencji na temat "Concrete Ageing"
de Haan – de Wilde, F. H. E., i C. G. M. de Bont. "International Civil Ageing Management and Assessment Methodology of Concrete". W ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93029.
Pełny tekst źródłaOv, David, Rolf Breitenbücher, Martin Radenberg i Dominik Twer. "Innovative test method for the reliable evaluation of joint sealants in concrete pavements". W 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/x3x4t4o9.
Pełny tekst źródłaHasa, Ledia, i F. H. E. de Haan - de Wilde. "An Update of the Assessment Methodology for Civil Ageing Management: Damage Development in Concrete Structures of a Reactor due to Ageing Mechanisms". W ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-84008.
Pełny tekst źródłaKang, Ki-Sig, i John H. Moore. "IAEA Activities on Concrete Ageing in Containment and Other Structures in Nuclear Power Plants". W ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97570.
Pełny tekst źródłaHonorio, Tulio, Benoit Bary i Julien Sanahuja. "Effective ageing linear viscoelastic properties of composites with phase precipitation: comparisons between numerical and analytical homogenization approaches". W 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.228.
Pełny tekst źródłaPodroužek, Jan, Alfred Strauss i Drahomír Novák. "SPATIAL DEGRADATION IN RELIABILITY ASSESSMENT OF AGEING CONCRETE STRUCTURES". W 1st International Conference on Uncertainty Quantification in Computational Sciences and Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2015. http://dx.doi.org/10.7712/120215.4318.690.
Pełny tekst źródłaNiu, Zhiguo, Ziyang Tang i Ri You. "Seismic safety assessment of concrete dam with ageing degradation". W International Conference on Computational Intelligence and Industrial Engineering. Southampton, UK: WIT Press, 2014. http://dx.doi.org/10.2495/ciie140171.
Pełny tekst źródłade Haan - de Wilde, F. H. E., i C. G. M. de Bont. "An Assessment Methodology for Civil Ageing Management and Concrete for LTO/CSO Based on International Standards and Engineering Judgement". W ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21838.
Pełny tekst źródłade Haan - de Wilde, F. H. E., i M. J. Janssen. "An Update of the Assessment Methodology for Civil Ageing Management for LTO/CSO Based on International Standards and Engineering Judgement". W ASME 2021 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/pvp2021-61499.
Pełny tekst źródłaHonorio, T. "Numerical and analytical estimation of the ageing linear viscoelastic behavior of a two-phase composite with expansive inclusions". W 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.235550.
Pełny tekst źródłaRaporty organizacyjne na temat "Concrete Ageing"
Baral, Aniruddha, Jeffrey Roesler, M. Ley, Shinhyu Kang, Loren Emerson, Zane Lloyd, Braden Boyd i Marllon Cook. High-volume Fly Ash Concrete for Pavements Findings: Volume 1. Illinois Center for Transportation, wrzesień 2021. http://dx.doi.org/10.36501/0197-9191/21-030.
Pełny tekst źródłaNiesten, Hannelore. Taxation Policies, Processes, and Performances of Mobile Money Providers in Côte d’Ivoire. Institute of Development Studies, maj 2024. http://dx.doi.org/10.19088/ictd.2024.030.
Pełny tekst źródłaUcak-Astarlioglu, Mine, Jedadiah Burroughs, Charles Weiss, Kyle Klaus, Stephen Murrell, Samuel Craig, Jameson Shannon, Robert Moser, Kevin Wyss i James Tour. Graphene in cementitious materials. Engineer Research and Development Center (U.S.), grudzień 2023. http://dx.doi.org/10.21079/11681/48033.
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