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Relevant bibliographies by topics / Concrete Ageing

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Journal articles

Academic literature on the topic 'Concrete Ageing'

Author: Grafiati

Published: 31 August 2024

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Journal articles on the topic "Concrete Ageing"

1

Van Breugel, K., and T. A. Van Beek. "Ageing of old and modern concrete structures – Observations and research." Revista ALCONPAT 7, no. 1 (2017): 57–72. http://dx.doi.org/10.21041/ra.v7i1.174.

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Ageing of old and modern concrete structures – Observations and researchABSTRACTAgeing is an inherent feature of nature. Yet it seems to be a rather new topic in both science and engineering. The main reason for increasing attention for ageing as a topic is the growing awareness that, particularly in industrialized countries, ageing of our assets is a financial burden for the society and affects the overall sustainability of our planet. In this contribution, the urgency and challenges of ageing of concrete structures are addressed. The complexity of ageing problems will be illustrated by looki

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2

Bamforth, P. B., and 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, no. 2 (1994): 123–34. http://dx.doi.org/10.1243/pime_proc_1994_208_021_02.

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Data are presented on the late-life properties of concretes used in prestressed concrete pressure vessels (PCPV) and containment structures. The effects of ageing under simulated PCPV conditions are discussed.

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3

MOCEIKIS, Rimvydas, Asta KIČAITĖ, Gintautas SKRIPKIŪNAS, and Aleksandrs KORJAKINS. "AGEING MODELS AND ACCELERATED AGEING TESTS OF GLASS FIBER REINFORCED CONCRETE." Engineering Structures and Technologies 10, no. 1 (2018): 10–17. http://dx.doi.org/10.3846/est.2018.1467.

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Glass fiber reinforced concrete (GRC) is used for 40 years to create world’s most stunning and complex architectural elements due to its high mechanical properties, particularly flexural strength. Yet it is very important to note that any type of glass fibers in the concrete matrix are undergoing complex ageing processes, resulting to significant decrease of initial mechanical characteristics of this composite material under natural weathering conditions. Aspects of GRC durability are mainly dependent from the properties of fibers and interaction between them and concrete matrix. In this artic

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4

Yu, Xin, Quantao Liu, Pei Wan, et al. "Effect of Ageing on Self-Healing Properties of Asphalt Concrete Containing Calcium Alginate/Attapulgite Composite Capsules." Materials 15, no. 4 (2022): 1414. http://dx.doi.org/10.3390/ma15041414.

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Calcium alginate capsules within asphalt concrete can gradually release interior asphalt rejuvenator under cyclic loading to repair micro cracks and rejuvenate aged asphalt in-situ. However, asphalt pavement will become aged due to environmental and traffic factors during the service period. In view of this, this paper investigated the effect of ageing on the healing properties of asphalt concrete containing calcium alginate/attapulgite composite capsules under cyclic loading. The capsules were fabricated using the orifice-bath method and the morphological structure, mechanical strength, therm

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5

Xu, Shi, Xueyan Liu, Amir Tabaković, and Erik Schlangen. "The influence of asphalt ageing on induction healing effect on porous asphalt concrete." RILEM Technical Letters 3 (February 18, 2019): 98–103. http://dx.doi.org/10.21809/rilemtechlett.2018.74.

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Induction healing is a proven technology which is able to improve the self-healing capacity of asphalt concrete. Healing is achieved via electromagnetic current produced by passing induction machine, where steel asphalt constituents heat up which in turn soften the bitumen in the asphalt layer, allowing it to flow and close cracks, repairing the damage. This paper reports on the study which investigated the influence of ageing on the healing capacity of Porous Asphalt (PA) concrete. Porous Asphalt concrete mix was prepared first, then subjected to an accelerated (laboratory) ageing process usi

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6

Kucharczyková, Barbara, Petr Daněk, Dalibor Kocáb, and 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.

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The paper deals with the experimental determination of shrinkage development during concrete ageing. Three concrete mixtures were made. They differed in the amount of cement in the fresh mixture, 300, 350, and 400 kg/m3. In order to determine the influence of plasticiser on the progress of volume changes, another three concrete mixtures were prepared with plasticiser in the amount of 0.25% by cement mass. Measurements were performed with the goal of observing the influence of cement and plasticiser content on the overall development of volume changes in the concrete. Changes in length and mass

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7

Hall, Jon G. "AI Spots Crumbling Concrete." ITNOW 66, no. 1 (2024): 28–29. http://dx.doi.org/10.1093/itnow/bwae014.

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8

BURMAN, A., D. MAITY, S. SREEDEEP, and I. GOGOI. "LONG-TERM INFLUENCE OF CONCRETE DEGRADATION ON DAM–FOUNDATION INTERACTION." International Journal of Computational Methods 08, no. 03 (2011): 397–423. http://dx.doi.org/10.1142/s0219876211002472.

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The dam–foundation interaction behavior under the application of seismic load has been investigated in the present paper using finite element technique in the time domain. Since the dam face is in constant contact with water, concrete degradation due to hygromechanical loading is inevitable and should be considered in the analysis procedure. This ageing process of concrete leads to loss of stiffness and strength of the material. Therefore, to assess the behavior of the dam at a later stage of its life, it is important to determine the proper strength of the concrete at a certain age. An approa

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9

Radziszewski, Piotr. "MODIFIED ASPHALT MIXTURES RESISTANCE TO PERMANENT DEFORMATIONS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 13, no. 4 (2007): 307–15. http://dx.doi.org/10.3846/13923730.2007.9636451.

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Permanent deformations, primarily in the form of ruts, are one of the basic asphalt pavement damages impairing its service properties. Application of appropriate asphalt mixtures and binder modification are effective methods for improving asphalt courses resistance. While being manufactured, stored, fitted into a road pavement and during long term service, bitumen binders and asphalt mixtures are subject to continuous unfavourable ageing processes during which pavement courses characteristics change considerably, resistance to permanent deformations being among them. This article presents rut

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10

Sistonen, Esko, Fahim Al-Neshawy, and Miguel Ferreira. "Ageing Management Platform For NPP Concrete Structures." IABSE Symposium Report 103, no. 1 (2015): 280–87. http://dx.doi.org/10.2749/222137815815622942.

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