Готові списки джерел за темами / Early reinforced concrete structures

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Добірка наукової літератури з теми "Early reinforced concrete structures"

Автор: Grafiati

Опубліковано: 3 червня 2025

Оновлено: 31 липня 2025

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Статті в журналах з теми "Early reinforced concrete structures"

Конин, Денис. "ПРОДОЛЬНЫЕ ДЕФОРМАЦИИ УКОРОЧЕНИЯ СТАЛЕЖЕЛЕЗОБЕТОННЫХ КОНСТРУКЦИЙ ПРИ СЖАТИИ ОТ НЕПРОДОЛЖИТЕЛЬНЫХ НАГРУЗОК". International Journal for Computational Civil and Structural Engineering 21, № 1 (2025): 202–21. https://doi.org/10.22337/2587-9618-2025-21-1-202-221.

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Determination and investigation of longitudinal deformations of shortening of steel-reinforced concrete structures is an important step in the calculation of complex spatial schemes of buildings. Ignoring these deformations can make it difficult to operate the facility and, in some cases, lead to the failure of adjacent structures. The study of longitudinal deformations of shortening of steel-reinforced concrete structures has not been given due attention before. The longitudinal deformations of shortening for steel-reinforced concrete compressed elements using a large range of heavy concretes

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Zhao, Nan, and Wen Yan. "Resistance Analysis of Reinforced Concrete Structures in Construction." Advanced Materials Research 368-373 (October 2011): 1535–38. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1535.

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This paper analyses the characteristics of resistance of structural components, puts forward the concept of early resistance force of structural components, and discuss the main factors which affect it based on the field measurement investigation and theoretical analysis. Besides, in the paper the reduction factor is applied to reflect time-varying features of early-age concrete strength, and utilization coefficient of concrete strength is utilized to present the influence of early time-varying features of cohesive action on resistance. The paper finally deduces the formula of early-age resist

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Han, Yikuan, and Zhaoyi Wang. "Transplantation and Adaptation: Research on Reinforced Concrete Structures in Modern Nanjing (1909–1949)." Buildings 13, no. 6 (2023): 1468. http://dx.doi.org/10.3390/buildings13061468.

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Modern Nanjing experienced a boom in the construction industry. As an advanced material and construction system, reinforced concrete structure was also imported during this period. This paper presents the brief historical background and structural adaptability of reinforced concrete buildings in modern Nanjing. Reinforced concrete was used in industrial buildings in the districts along the Yangtze River in the early 20th century, and in public buildings along Zhongshan Road after 1927. Western-style reinforced concrete buildings used both pure frame structure system and mixed structure with a

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Korolko, Serhiy, and Bohdan Seredyuk. "Nanomodified rapid hardening concretes reinforced with dispersed basaltic fibers." Military Technical Collection, no. 24 (May 20, 2021): 57–63. http://dx.doi.org/10.33577/2312-4458.24.2021.57-63.

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The article considers modern perspectives and directions of using fast – hardening high – strength concretes for protection against striking factors of action of different types of weapons. It is shown that the use of concrete materials in weapons and military equipment is one of the important components of defense structures and protective fortifications during hostilities as platoons and bases, and structures for the protection of civilians. The possibility of obtaining such concretes for the creation of special purpose fortifications is shown. Developed concrete structures have increased st

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Hou, Xin Ning, and Yong Sheng Zhang. "Talking about the Importance of the Construction of the Reinforced Protective Layer Control." Applied Mechanics and Materials 256-259 (December 2012): 859–62. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.859.

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Reinforced protective layer to ensure the durability of reinforced concrete structures important tectonic structures plays a vital role. Reinforced concrete reinforced the lack of a protective layer will affect the durability of the components, in serious cases, the member failure early. Meticulous construction, requires not only the structure of acceptable quality, also require durability is better. This paper tries to force mechanism of reinforced concrete together, combined with years of construction practice, to talk about the importance of control in the construction of reinforced protect

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Shi, Nan Nan, and Da Hai Huang. "Experimental Study on Early-Age Crack of RC Using TSTM." Advanced Materials Research 919-921 (April 2014): 119–22. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.119.

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Thermal stress is a major cause of early-age crack of massive concrete structures. In order to analyze the influencing factors of concrete crack under thermal loads, a series of tests were conducted using the improved Temperature Stress Testing Machine (TSTM). Effects of temperature on crack resistance of concrete were studied on different concrete placing temperatures and curing temperatures. Meanwhile, the roles of reinforcement on concrete crack resistance and crack-width limitation were quantitative analyzed, which compare cracks of plain concrete and reinforced concrete with the same mix

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Blikharskyy, Yaroslav, Roman Khmil, Dušan Katunský, and Zinoviy Blikharskyy. "RC beams with an early phase of reinforcement damage." IOP Conference Series: Earth and Environmental Science 1376, no. 1 (2024): 012020. http://dx.doi.org/10.1088/1755-1315/1376/1/012020.

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Abstract This article presents the experimental results of reinforced concrete beams with thermally strengthened reinforcement. According to engineering experience, rein-forced concrete is the most commonly used construction material today. Rein-forced concrete structures are widely used in buildings and roof structures for both industrial and civil purposes. Reinforced concrete is optimally used as part of building structures and effectively performs its functions, perceiving various types of force and non-force influences, the nature of which depends on the conditions of operation in differe

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Baiburin, A. H. "Early Loading of Cast-in-Situ Reinforced Concrete Structures." Reinforced concrete structures 2, no. 2 (2023): 13–21. http://dx.doi.org/10.22227/2949-1622.2023.2.13-21.

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The article provides an overview of the existing methods of early loading of monolithic structures. It is shown that keeping concrete up to standard strength without taking into account the stages of loading leads to a significant increase in the cost of work, especially in winter. Based on experimental studies, formulas are proposed for calculating the required strength by the moment of loading of monolithic foundations, walls, columns, ceilings. Instructions are given on the design of early loading technology. The results of full-scale tests of floors under conditions of early loading are gi

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Abo Nassar, Nour Eldeen. "Reinforcement corrosion in reinforced concrete Structures: Classification and overview." International Journal of Advanced Engineering, Sciences and Applications 2, no. 1 (2021): 19–24. http://dx.doi.org/10.47346/ijaesa.v2i1.64.

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Reinforced concrete (RC) structures have the ability to be extremely durable and able to withstand a diversity of different environmental cases. However, failure in these structures still happens due to precocious reinforcement erosion. If steel reinforcement corrodes in concrete structures, this leads to a decrease in the lifetime and durability of these structures, which cause early failure of the structures, costing significantly to inspect and maintain the deteriorating structures. Then, monitoring of reinforcement corrosion is of great importance to prevent early failure of structures. St

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Ibran, Khan, Chaudhary Manu, Kumar Anil, Bhutani Kapil, and Bhardwaj Arun. "Study of Polypropylene Reinforced Concrete Structures." Journal of Building Construction 3, no. 1 (2021): 1–6. https://doi.org/10.5281/zenodo.4731529.

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In modern times reinforced concrete, composite concrete, is made. It has been used successfully to build its outstanding flexural strength, resistance, impact resistance and strength and frost resistance. It is an effective way to increase durability, shock resistance and cracking of plastic cement cracks. Fiber is added as a reinforcement material with some characteristic features. They can be round, triangular or flat in the cross section. Fiber is usually defined by simple parameters called-- factor ratio. Fiber feature measurement is its length and its back size. The main reason for insert

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Дисертації з теми "Early reinforced concrete structures"

Rockstroh, Benjamin Andreas. "An investigation into the effects of early propping removal on the deflection of reinforced concrete beams." Master's thesis, University of Cape Town, 2018. http://hdl.handle.net/11427/29285.

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In today’s fast paced construction industry, there is an ever present need to increase productivity and to complete projects as quickly as possible. Reinforced concrete is a popular and widely used construction material. However it has the unfortunate drawback in that the concrete requires time to set and gain sufficient strength before loads may be applied and the formwork and props can be removed. It is therefore desirable to keep propping times to a minimum. If the propping is removed too early, there is a risk of the member deflecting excessively and exceeding the maximum allowable limits,

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Fox, David Christopher Alexander. "The fire performance of restrained polymer-fibre-reinforced concrete composite slabs." Thesis, University of Edinburgh, 2013. http://hdl.handle.net/1842/17998.

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Composite slab flooring systems for steel-framed buildings consist of a profiled steel deck and a cast in-situ slab. The slab traditionally includes a layer of light gauge steel mesh reinforcement. This mesh is placed near the surface, which controls the early-age cracking caused by concrete drying and shrinkage. The steel mesh also performs a vital structural role at high temperatures. Structural fire tests and numerical investigations over the last 15 years have established that the mesh can provide enhanced fire resistance. A load-carrying mechanism occurs in fire with the mesh acting as a

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Hellebois, Armande. "Theoretical and experimental studies on early reinforced concrete structures: contribution to the analysis of the bearing capacity of the Hennebique system." Doctoral thesis, Universite Libre de Bruxelles, 2013. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209441.

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In the framework of the conservation of early reinforced concrete structures from the last third of the 19th century up to 1914, this research deals with superstructures (excluding foundations, roads, pipes, etc.) in reinforced concrete (in the modern sense of the term – i.e. concrete made with artificial cement and rebars supplying tensile strength; thus, the combination of a metal profile embedded in concrete is excluded). The development of reinforced concrete as a building material started around 1880 and became widespread around the time of the First World War. Some of the structures conc

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Salvador, Paulo Fernando. "Influência dos ciclos de execução nas deformações das estruturas de concreto armado de edifícios de andares múltiplos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2007. http://hdl.handle.net/10183/10830.

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Este trabalho discute as conseqüências nas deformações de estruturas de concreto armado de edifícios de andares múltiplos, moldadas através de ciclos de execução rápidos. Em recente revisão, as normas da ABNT sugerem uma maior preocupação com as solicitações aplicadas nas estruturas, quando o concreto apresenta idade inferior a vinte e oito dias. A literatura pesquisada também indica a ocorrência de manifestações patológicas decorrentes de deformações excessivas nas estruturas devido às ações de construção, que inclusive podem superar o que é previsto em projeto. Neste trabalho é mostrado um e

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Jaafari, Chaimaa. "Effect of early age drying shrinkage on the seismic response of RC Structures." Thesis, Lyon, 2020. http://www.theses.fr/2020LYSEI113.

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Les structures en béton armé s'endommagent au cours de leur vie à cause de plusieurs facteurs : conditions thermiques, attaques chimiques, retrait, fluage, carbonatation, corrosion, etc. Ce processus d'endommagement débute dès les premiers jours de la vie de l'ouvrage et continue lors de son vieillissement. L'endommagement au jeune âge peut influencer significativement le comportement dynamique des structures en béton armé. En effet, la fréquence propre d'une structure, qui constitue un paramètre de dimensionnement, peut être fortement réduite à cause de cet endommagement. Afin de déterminer l

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Ervine, Adam. "Damaged reinforced concrete structures in fire." Thesis, University of Edinburgh, 2012. http://hdl.handle.net/1842/6229.

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It is crucial for a building to maintain structural stability when subjected to multiple and sequential extreme loads. Safety and economic considerations dictate that structures are built to resist extreme events, such as a earthquakes, impacts, blasts or fires, without collapse and to provide adequate time for evacuation of the occupants. However, during such events, some structural damage may be permissible. Design codes do not account for the scenario where two extreme events occur consecutively on a structure nor do they address the situation of the structure having some initial damage pri

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黃玉平 and Yuping Huang. "Nonlinear analysis of reinforced concrete structures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1993. http://hub.hku.hk/bib/B31233090.

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Sangi, Abdul Jabbar. "Reinforced concrete structures under impact loads." Thesis, Heriot-Watt University, 2011. http://hdl.handle.net/10399/2485.

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Cavaco, Eduardo Soares Ribeiro Gomes. "Robustness of corroded reinforced concrete structures." Doctoral thesis, Faculdade de Ciências e Tecnologia, 2013. http://hdl.handle.net/10362/11109.

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Dissertação para obtenção do Grau de Doutor em Engenharia Civil<br>The concept of structural robustness has seen growing interest in the last decades due to the occurrence of catastrophic consequences resulting from extreme events. The lack of structural robustness has been several times claimed as the major cause for the unmanageable consequences. However, the concept has never been accurately defined, and several different perspectives for robustness can be found in the literature. Structural robustness has been widely discussed for structures subjected to extreme events, however, the conce

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Khalid, Huma. "Objective modelling of reinforced concrete structures." Thesis, Imperial College London, 2012. http://hdl.handle.net/10044/1/9327.

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The finite element (FE) method is a powerful technique that can provide numerical solutions to the response of reinforced concrete (RC) structures. However, results obtained from FE models are often not objective in the sense that the numerical solutions of FE models depend on aspects such as the selection of mesh size, load step size etc. FE model objectivity aims at the development of FE models for which the predicted results converge with refinement. To date, many research studies have been carried out on the objectivity of FE solutions for RC structures. However, considerable uncertainty s

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Книги з теми "Early reinforced concrete structures"

Frank, Newby, ed. Early reinforced concrete. Ashgate, 2001.

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1959-, Foster Stephen J., and Kilpatrick A. E, eds. Reinforced concrete basics: Analysis and design of reinforced concrete structures. Pearson Prentice Hall, 2007.

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Ajdukiewicz, Andrzej. Reinforced-concrete slab-column structures. Elsevier, 1989.

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Ajdukiewicz, Andrzej. Reinforced-concrete slab-column structures. Elsevier, 1990.

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1946-, Mitchell Denis, ed. Reinforced and prestressed concrete structures. Taylor & Francis, 1999.

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Green, Warren, and Paul Chess. Durability of Reinforced Concrete Structures. CRC Press, 2019. http://dx.doi.org/10.1201/9780429298189.

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Hans, Böhni, ed. Corrosion in reinforced concrete structures. Woodhead Publishing, 2005.

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Hassoun, M. Nadim. Design of reinforced concrete structures. B/C Engineering Division, 1985.

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Christian, Meyer. Design of concrete structures. Prentice Hall, 1996.

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M, Sabnis Gajanan, American Concrete Institute Convention, and Symposium on Deflections of Structures (3rd : 1984 : Phoenix, Ariz.), eds. Deflections of concrete structures. American Concrete Institute, 1985.

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Частини книг з теми "Early reinforced concrete structures"

Habbaba, N., S. Mustapha, and Y. Lu. "Early detection of corrosion in reinforced concrete using ultrasonic-guided waves." In Life-Cycle of Structures and Infrastructure Systems. CRC Press, 2023. http://dx.doi.org/10.1201/9781003323020-290.

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Bai, G., G. Chen, R. Li, L. Wang, and G. Ma. "3D printed Ultra-High Performance Concrete: Preparation, Application, and Challenges." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_8.

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Abstract3D printed ultra-high performance concrete (3DP-UHPC) plays an important role in the realization of ultra-high compressive and tensile strengths. Considering the particular characteristics of UHPC, the conversion of UHPC to 3DP-UHPC is a complex phenomenon and has been the subject of numerous studies. It is very important to be able to design a thixotropic structure in the early hydration stage for bridging the gap between the slow setting of UHPC and the rapid setting of the 3D printing procedure. In the design and application of 3DP-UHPC, requirements such as the ratio of coagulant a

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Rouhi, Alireza, and Nigel Shrive. "Commonalities in the Degradation of Two Reinforced Concrete Structures Constructed in the Early Twentieth Century in Southern Alberta." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-34159-5_80.

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James, Valontino, and Pilate Moyo. "Fatigue Behaviour of Patch-Repaired and CFRP Strengthened Reinforced Concrete Beams." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_39.

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AbstractThe service life of corrosion-damaged reinforced concrete (RC) infrastructure can be improved through patch repairs and structural strengthening. However, the effect of varying corrosion damage and patch repair extent has not yet been clearly pronounced. The fatigue performance of corrosion-damaged RC beams that have been patch repaired to varying lengths and subsequently strengthened with carbon fibre-reinforced polymer (CFRP) laminates was evaluated by conducting four-point bending tests and cyclic load tests on simply supported beams. Three criteria were identified to evaluate perfo

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Kawakami, Makoto, Katsunori Demura, Mikio Wakasugi, Fujio Omata, and Shinya Satoh. "Recent Application of Concrete Polymer Materials for Highway Bridges in Japan." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_33.

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AbstractRecently, the deterioration and renovation of the aged bridges are urgent issue. Approximately 30% of more than 700,000 highway and road bridges in Japan have been in service for more than 50 years. The performance and function of them are required equal to be better than those at the beginning of construction and extend the service life. In addition to above, Japan is also a highly seismic country and there have been frequent damages of the bridges due to earthquakes. Therefore, securing the resilience of the bridges corresponding to robustness, redundancy, resourcefulness and rapidit

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Setareh, Mehdi, and Robert Darvas. "Reinforced Concrete Technology." In Concrete Structures. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_1.

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Al-Haddad, Diala Basim, and Gul Ahmed Jokhio. "Durability Design Approach and Exposure Conditions in Eurocode, British Standard and ISO 13823 Standards: A Review." In BUiD Doctoral Research Conference 2023. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-56121-4_20.

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AbstractSeveral incidents of early deterioration of reinforced concrete structures have been reported in recent years. Consequently, the critical demand to incorporate durability in the structural design and construction approach has emerged. As a result, durability design provisions in many countries’ standards have gotten increasingly stringent. In the absence of clear standard guidelines for design engineers, insufficient design and failures or an expensive over-design to provide for the worst-case scenario may occur. This paper compares and critically reviews the durability design requirem

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Ibrahimbegovic, Adnan, and Naida Ademovicć. "Reinforced concrete structures." In Nonlinear Dynamics of Structures Under Extreme Transient Loads. CRC Press, 2019. http://dx.doi.org/10.1201/9781351052504-3.

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Setareh, Mehdi, and Robert Darvas. "Shear in Reinforced Concrete Beams." In Concrete Structures. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_4.

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Dasgupta, Ashoke Kumar. "Structural concrete." In Reinforced Cement Concrete Structures. CRC Press, 2025. https://doi.org/10.1201/9781003618119-3.

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Тези доповідей конференцій з теми "Early reinforced concrete structures"

Lyublinski, Efim Ya, Donald A. Kubik, and Chuck M. Zvosec. "Corrosion Protection of New Reinforced Concrete Structures." In CORROSION 2002. NACE International, 2002. https://doi.org/10.5006/c2002-02228.

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Abstract New reinforced concrete structures have a specific corrosion environment. Early in reinforced concrete structures the corrosion rate is low. Most existing corrosion protection methods are not necessary. Some of the present protection methods, for example epoxy and zinc coatings, begin to work immediately, when the corrosion protection is provided by the environment. Also the cathodic protection of the steel at that time is not necessary. This paper describes principally different corrosion protection methods for new reinforced concrete structures. These methods increase efficiency and

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Dunn, Ryan C., Guy D. Davis, and Robert A. Ross. "Corrosion Monitoring of Steel Reinforced Concrete Structures Using Embedded Instrumentation." In CORROSION 2010. NACE International, 2010. https://doi.org/10.5006/c2010-10173.

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Abstract A reinforced concrete corrosivity monitor (RCCM) is an embeddable non-destructive evaluation (NDE) corrosion-monitoring instrument. It is capable of measuring several parameters important to long term corrosion monitoring including linear polarization resistance (LPR), open circuit potential (OCP), resistivity, temperature and a potential related to chloride ion concentration ([Cl-]). Each RCCM unit is a digital peripheral connected on an embedded local area network. The instruments communicate with each other and an external data logger using the SDI-12 industry standard protocol. Th

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Berke, Neal S. "Corrosion Inhibitors in Concrete." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89445.

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Abstract Corrosion of reinforced concrete is causing the early failure of structures in environments where concrete is subjected to ingress of chlorides. One means of protecting the steel from corrosion is to add a corrosion inhibitor to the concrete. The advantages are that the inhibitor is distributed throughout the concrete protecting all the steel, and that concrete's low permeability prevents the inhibitor from being lost. The disadvantage is that the inhibitor must not be detrimental to concrete properties. In this paper a review of early research on concrete inhibitors is given and it i

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Al-Hijazeen, Asseel, and Kálmán Koris. "Smart Health Monitoring of Concrete Bridges Using Digital Twin and Ai Applications." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-ac7nhw.

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Safety and sustainability of reinforced concrete bridges may be increased by observing their condition during operation and thus accurately predicting their behaviour under various load conditions. This can be achieved through a monitoring system and automatic error detection based on the measured data. By detecting potential issues early on, significant damages can be prevented before they occur. Despite extensive data collection from many monitored bridges, this data often remains unprocessed and uninformative in its raw form. We aim to transform this data into a format that can help to esti

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John, D. G., K. G. Davies, M. R. Messham, and N. W. Leppard. "Corrosion of Reinforced Concrete Marine Structures in the Middle East and Options for Control." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89387.

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Abstract Reinforced concrete is the most common form of construction used in the Middle East, particularly for Marine Structures such as jetties, wharves dry docks, sea water distribution systems and pump stations. It is now widely recognized that the Middle East provides one of the most aggressive environments with regards to corrosion of the reinforcing steel in such structures and this can lead to early deterioration. Reasons for these aggressive conditions are combinations of high chloride concentration levels, high temperature, wet/dry cycling, high permeability concrete and others. Conse

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Baessler, Ralph, Andreas Burkert, and Bernd Isecke. "Electrochemical Devices for Determination of Corrosion Related Values for Reinforced Concrete Structures." In CORROSION 2007. NACE International, 2007. https://doi.org/10.5006/c2007-07377.

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Abstract As in many other areas also the construction industry requests more and more methods of online-monitoring of corrosion related values. Monitoring the reinforcement corrosion, which is the main cause for damages or early rehabilitation measures, promises a subjectively higher safety feeling to unexpected lack of usefulness or sudden need for rehabilitation. In the paper a survey of methods and sensors for corrosion monitoring in reinforced concrete structures are presented. Basing on extensive tests as well as in the laboratory as on-site performed in many research projects during the

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de Carvalho Bezerra, Wesley Vitor Dantas, and Christopher Lewis Alexander. "Pitting Corrosion Damage Characterization of Stainless Steel Reinforced Concrete Beams." In CONFERENCE 2024. AMPP, 2024. https://doi.org/10.5006/c2024-21108.

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Abstract At early stages, reinforced concrete structures exposed to chloride ions are prone to pitting corrosion. In carbon steel reinforcement, pitting is expected to quickly transition into widespread corrosion damage. However, for stainless steels, a higher resistance to lateral corrosion spread is present. As the accumulation of corrosion products in the steel-concrete interface (SCI) can lead to concrete cover cracking, studying the corrosion damage on stainless steel reinforced concrete is of importance. This work focuses on characterizing pitting corrosion damage data on laboratory expo

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Jackson, Donald R., and Moavin Islam. "Field Experience and Long Term Monitoring of Some Reinforced Concrete Bridge Structures Subjected to Electrochemical Choride Extraction (ECE)." In CORROSION 2000. NACE International, 2000. https://doi.org/10.5006/c2000-00821.

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Abstract Electrochemical chloride extraction (ECE) is a process that is becoming increasingly popular as a viable rehabilitation option to stop on-going corrosion of the embedded steel in chloride contaminated reinforced concrete structures. ECE is accomplished by applying an electric field between a temporary external anode and the reinforcing steel (the cathode) which causes the migration of negatively charged chloride ions in the concrete away from the steel towards the positively charged anode. Since the early 1990’s hundreds of reinforced concrete structures worldwide, including the USA a

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Bäßler, Ralph, Jürgen Mietz, Michael Raupach, and Per Goltermann. "Use of Embeddable Sensors in an Integrated Monitoring System for Reinforced Concrete Structures." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03436.

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Abstract The major part of the infrastructure has reached an age where the inspection and maintenance costs constitute the major part of the costs. Monitoring and inspection systems are used in a variety of industries to ensure safety and reduce costs by early detection of damage Such systems can also be applied to existing civil engineering structures if the necessary probes are available for embedding. Within a BRITE/EuRam project eight European partners developed an integrated monitoring system aiming the reduction of the inspection and maintenance costs as well as the traffic impairments.

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Chaudhary, Zia, Avtandil K. Bairamov, Fernandez Rodel, and Fahad Al-Mutlaq. "Cathodic Protection of Reinforced Concrete Seawater Structures in Petrochemical Plants (Case Histories of Longterm Performance)." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04343.

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Abstract The petrochemical plants in Arabian Gulf use seawater to remove exothermic heat generated in the reactors. In each plant, seawater is stored in large reinforced concrete reservoirs that provide cooling system to the plant. Most of these plants came on-stream in early 1980s. After only few years service, many of those seawater structures started showing signs of distress in the form of cracking and spalling of concrete resulting due to chloride-induced corrosion of the steel reinforcement. Cathodic protection (CP) systems were designed and installed to arrest corrosion of the reinforci

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Звіти організацій з теми "Early reinforced concrete structures"

Grant, Charles. Diaphragm Walls as Permanent Basement Walls in Regions of High Seismicity. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2012-slwl-1.

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Reinforced concrete structural slurry walls have been used in the United States since the early 1960s. The typical practice, and one that makes the economics of slurry walls particularly attractive, is to design the walls to act as both temporary excavation support and permanent basement walls. They often serve as multi-story basements and below grade parking for buildings, for tunnels, subway stations, and other buried structures. One of the early applications was for a foundation for a subway station in San Francisco, but for the most part they have been used more extensively in regions of l

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Sattar, Siamak. Sensitivity Analysis of Reinforced Concrete Structures:. National Institute of Standards and Technology, 2023. http://dx.doi.org/10.6028/nist.tn.2254.

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

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Naus, D. J., C. B. Oland, and B. R. Ellingwood. Report on aging of nuclear power plant reinforced concrete structures. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/219361.

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Woodson, Stanley C., and William A. Price. Improved Strength Design of Reinforced Concrete Hydraulic Structures - Research Support. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada251470.

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Ballarini, Roberto, Bora Gencturk, Amit Jain, et al. Multiple Degradation Mechanisms in Reinforced Concrete Structures, Modeling and Risk Analysis. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1599377.

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Spencer, Benjamin W., William M. Hoffman, Daniel Schwen, and Sudipta Biswas. Progress on Grizzly Development for Reactor Pressure Vessels and Reinforced Concrete Structures. Office of Scientific and Technical Information (OSTI), 2019. http://dx.doi.org/10.2172/1572397.

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Spencer, Benjamin, William Hoffman, Sudipta Biswas, and Amit Jain. Assessment of Grizzly Capabilities for Reactor Pressure Vessels and Reinforced Concrete Structures. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1693386.

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Rahmani, Mehran, Xintong Ji, and Sovann Reach Kiet. Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge. Mineta Transportation Institute, 2022. http://dx.doi.org/10.31979/mti.2022.2033.

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This study presents a major development to the wave method, a methodology used for structural identification and monitoring. The research team tested the method for use in structural damage detection and damage localization in bridges, the latter being a challenging task. The main goal was to assess capability of the improved method by applying it to a shake-table-tested prototype bridge with sparse instrumentation. The bridge was a 4-span reinforced concrete structure comprising two columns at each bent (6 columns total) and a flat slab. It was tested to failure using seven biaxial excitation

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Rhee, Daniel M. Database-Assisted Design: Performance-Based Approach for Dynamically Sensitive Steel and Reinforced Concrete Structures:. National Institute of Standards and Technology, 2024. http://dx.doi.org/10.6028/nist.tn.2308.

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