Relevant bibliographies by topics / Prefabricated metal corrugated structures

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  2. Dissertations / Theses
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Academic literature on the topic 'Prefabricated metal corrugated structures'

Author: Grafiati
Published: 5 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Prefabricated metal corrugated structures"

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Kаrnakov, І., V. Коvalchuk, and А. Onyshchenko. "ASSESSMENT OF THE STATE OF STRESS AND DEFORMATION OF METAL CORRUGATED PIPE STRUCTURES TAKING INTO ACCOUNT ITS DIAMETER AND THICKNESSES OF THE CORRUGATED SHEET." Modern construction and architecture, no. 3 (March 30, 2023): 33–40. http://dx.doi.org/10.31650/2786-6696-2023-3-33-40.

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The analysis of research works on the assessment of the stress-strain state of prefabricated metal corrugated structures of transport facilities was performed. It was established that the stresses and deformations of structures made of ZMGK depend on a complex of influencing factors: the amount of static and dynamic loads, the height of the backfill above the vault of the structure, the parameters of corrugation waves, etc. However, the interconnected effect of the pipe diameter and the thickness of the metal corrugated sheet on the stresses that occur in the metal pipe structures has not been
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Vitalii, Kovalchuk, Koval Maksym, Onyshchenko Artur, et al. "Determining the strained state of prefabricated metal corrugated structures of a tunnel overpass exposed to the dynamic loading from railroad rolling stock." Eastern-European Journal of Enterprise Technologies 3, no. 7 (117) (2022): 50–58. https://doi.org/10.15587/1729-4061.2022.259439.

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This paper reports the analysis of prospects for the use of prefabricated metal corrugated structures in the body of the embankment of a railroad track in the form of a tunnel overpass in order to pass road vehicles and railroad rolling stock. A technique of inertial dynamic tests of the deformed state of a tunnel overpass from prefabricated metal corrugated structures during the passage of railroad rolling stock is given, by measuring accelerations at the top and on the sides of overpass structures. An algorithm is proposed for processing the acceleration signal for assessing the strained sta
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Onyshchenko, Artur, Vitalii Kovalchuk, Ihor Karnakov, Mykola Harkusha, and Yuliia Balashova. "INCREASING THE BEARING CAPACITY OF THE FOUNDATION IN THE CONSTRUCTION OF STRUCTURES FROM METAL CORRUGATED STRUCTURES IN THE CONDITIONS OF WEAK SOILS." Automobile Roads and Road Construction, no. 115.2 (2024): 121–36. https://doi.org/10.33744/0365-8171-2024-115.2-121-136.

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Summary. The article is devoted to conducting research aimed at increasing the load-bearing capacity of foundations during the construction of structures made of metal corrugated structures. The purpose of the work is to increase the load-bearing capacity of the foundations during the construction of structures made of metal corrugated structures on weak soils. This will make it possible to ensure the reliable and long-lasting operation of transport structures made of prefabricated metal corrugated structures during the construction and operation of structures. The object of research is the fo
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Yang, Sanqiang, Zeyu Dai, Xiang Yang, Tong Zhou, and Lanjun Tang. "Analysis of Bonding Performance of Grouting Corrugated Pipes in Fabricated Bridge Structures." Advances in Materials Science and Engineering 2022 (May 23, 2022): 1–9. http://dx.doi.org/10.1155/2022/8086155.

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Prefabricated bridge structures are highly popularized due to their simple construction, economy, and environmental protection. Relying on the prefabricated prestressed concrete box girder bridge project of Rongwu Expressway Section 6, this research studies the structural mode of grouting bellows and the mechanical properties of joints under different design parameters. The laboratory test was carried out by adjusting the two design parameters of aperture ratio and material properties, and the test data of joint mechanical properties under the influence of different factors were analyzed with
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Zhuravskyi, Oleksandr, Dmytro Zhuravskyi, and Oleksandr Povazhniyk. "Features of restoration of precast reinforced concrete ribbed slabs of coverings of industrial buildings destroyed by bombardment." Building constructions. Theory and Practice, no. 15 (December 23, 2024): 185–95. https://doi.org/10.32347/2522-4182.15.2024.185-195.

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With the beginning of the fullscale war launched by the Russian invaders, buildings and structures of industrial purposeand critical infrastructure were damaged and destroyed. In case of partial damage to the supporting structures of the coating, it is possible to restore them or replace them with new ones.To replace the destroyed slabs with new ones, it is necessary to use tower cranes. With the existing development and high height of the buildings, it is not possible and economically unprofitable to use tower cranes. In addition, thework must be performed in a short time and with high qualit
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Pichugin, S. F., A. A. Dmytrenko, and K. A. Oksenenko. "EXPERIMENTAL STUDY OF STRUCTURE ELEMENTS OF METAL SPIRAL-FOLD SILOS." Modern structures of metal and wood, no. 26 (July 2022): 135–44. http://dx.doi.org/10.31650/2707-3068-2022-26-135-144.

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Metal capacities for the storage bulk materials are became widespread every year. The design of the steel spiral-fold silos and the peculiarities of the folding lock are considered in the article. The elements of the rigidity system of prefabricated metal silos from corrugated panels on bolted joints are given.
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Kong, Cun Zhi, Xiang Feng Xu, Jia Long Sun, Guang Zhi Qi, and Yuan Cao. "Application of Impact-Echo Method in Grouting Inspection in Ducts inside Prefabricated Box Girder." Applied Mechanics and Materials 505-506 (January 2014): 24–27. http://dx.doi.org/10.4028/www.scientific.net/amm.505-506.24.

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Based on basic principle of detection using impact-echo method, in combination with urgent demand of grouting quality inspection in ducts inside post tensioning type prefabricated box girder in bridge engineering, impact-echo method has been used for non-destructive detection of grouting compactness in pre-stressed ducts inside prefabricated box girder. Verification by beating away measuring points shows that the impact-echo method can accurately locate metal corrugated pipes and qualitatively judge grouting compactness inside prefabricated box girder ducts, to allow effective inspection of gr
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Ibragimov, Alexander, Ekaterina Zinoveva, and Stanislav Rosinskiy. "Prefabricated steel structures with a corrugated web (Part 1. Beam)." IOP Conference Series: Materials Science and Engineering 869 (July 10, 2020): 072041. http://dx.doi.org/10.1088/1757-899x/869/7/072041.

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Karnakov, Ihor. "INCREASING THE DURABILITY OF DAMAGED PIPES BY THE METHOD OF USING METAL CORRUGATED STRUCTURES WITH THE IMPROVEMENT OF THE METHODOLOGY FOR EVALUATING HYDRAULIC RESISTANCES AND COSTS OF CORRUGATED STRUCTURES." Automobile Roads and Road Construction, no. 116.2 (2024): 197–208. https://doi.org/10.33744/0365-8171-2024-116.2-197-208.

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Summary. The article is devoted to conducting research aimed at increasing the durability of damaged reinforced concrete pipes by the sleeve method, using metal corrugated structures. As well as improving the methodology for estimating hydraulic resistances and costs when reinforced damaged reinforced concrete pipes with metal corrugated structures. The purpose of the work is to improve the technology for increasing the durability of damaged reinforced concrete pipes and the methodology for assessing the hydraulic resistance and costs of restored structures with metal corrugated structures. Th
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Guo, Caixia, Zuozhen Wang, Hongbing Zhao, Zhiqiang Zhou, and Miao Wang. "Numerical Simulation of Corrugated Steel Concrete Prefabricated Support Structure for Underground Engineering." Sustainability 15, no. 19 (2023): 14495. http://dx.doi.org/10.3390/su151914495.

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The spray anchor system is commonly used for primary support in underground projects due to its advantages such as fast closure of excavation surfaces, tight connection with the surrounding rock, and high early strength. However, this system has several drawbacks, such as severe pollution, poor working conditions, long construction periods, and high labor costs. In response to the concepts of green construction and prefabrication, this study proposes an innovative composite structure consisting of corrugated steel plates and concrete, namely, corrugated steel–concrete (CSC), which is a prefabr
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Dissertations / Theses on the topic "Prefabricated metal corrugated structures"

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Haggag, Atef Ameen. "Structural backfill design for corrugated-metal buried structures." 1989. https://scholarworks.umass.edu/dissertations/AAI9001508.

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The aim of this study is to provide a design method for the structural backfill envelope surrounding corrugated-metal buried conduits that will consider the behavior of the surrounding soil as well as the structure's properties. The requirements of the structural backfill envelope are discussed. Previous design practice is reviewed and its deficiencies are pointed out. The need for an appropriate design method for the structural backfill envelope is shown. Soil models for finite element analysis of soil-conduit systems are presented. Soil parameters for these models are evaluated to investigat
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Books on the topic "Prefabricated metal corrugated structures"

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Corrugated Iron Buildings. Shire Publications, 2011.

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Container architecture. Links Books, 2008.

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Book chapters on the topic "Prefabricated metal corrugated structures"

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Youssef, M., A. M. Sanad, A. Salem, and A. H. Badawy. "Efficiency of Corrugated Sheets in Resisting Membrane Forces." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_26.

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Kuchta, Krzysztof Ryszard. "Wavy Corrugated Web Stiffness Influence on Plate Girders Flange Local Stability." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_31.

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Ibragimov, Alexander, Ekaterina Zinoveva, Stanislav Rosinsky, and Lyubov Gnedina. "Prefabricated Steel Structures with a Corrugated Web (Part 2. Load-Bearing Capacity of a Steel Beam with a Profiled Sheet Web)." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79983-0_33.

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Rejowski, K., and P. Iwicki. "Simplified stability analysis of steel cylindrical silos with corrugated walls and vertical columns." In Metal Structures 2016. CRC Press, 2016. http://dx.doi.org/10.1201/b21417-72.

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Hotała, E., Ł. Skotny, M. Kuśnierek, and J. Boniecka. "Experimental investigations on the resistance of vertical stiffeners of steel silos shells made of corrugated sheets." In Metal Structures 2016. CRC Press, 2016. http://dx.doi.org/10.1201/b21417-69.

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Baodong Liu, Weilong Li, Pengfei Li, and Wenjuan Lv. "The stress-related material damping of rigid frame bridge with corrugated steel webs." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-910.

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The inelastic behavior of the materials leads to the energy dissipation. The amplitude of the stress is the main affect factor for the energy dissipation capacity of solid materials such as metal and concrete. Based on the loss energy per unit volume of the metal material and reinforced concrete material, the stress-related material damping of the steel concrete composite structure are calculated. Combined with the finite element methods, an iterative algorithm is proposed to calculate the material damping of the rigid frame bridge with corrugated steel webs. Based on a model of rigid frame br
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XILIANG, L., Z. YONG, and Z. FUHAI. "Experimental Study on Full-Sized Models of Arched Corrugated Metal Roof." In Advances in Steel Structures (ICASS '99). Elsevier, 1999. http://dx.doi.org/10.1016/b978-008043015-7/50025-7.

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WANG, Y., C. TAN, and Y. ZHANG. "Study on the dynamic capabilities of Arched Corrugated Metal Roof." In Fourth International Conference on Advances in Steel Structures. Elsevier, 2005. http://dx.doi.org/10.1016/b978-008044637-0/50059-7.

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ZAHURUL, S., A. ABANGABDULLAH, and M. JAFAR. "Structural behaviour of corrugated zincalume thin shell metal elements as a self-supporting roofing element." In Fourth International Conference on Advances in Steel Structures. Elsevier, 2005. http://dx.doi.org/10.1016/b978-008044637-0/50218-3.

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Hajko, P., J. Tejchman, and M. Wójcik. "Numerical investigations on buckling of cylindrical metal silos with corrugated sheets and open-sectional column profiles." In Shell Structures: Theory and Applications Volume 4. CRC Press, 2017. http://dx.doi.org/10.1201/9781315166605-49.

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Conference papers on the topic "Prefabricated metal corrugated structures"

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Safari, Sajjad, Monique H. Head, and Tyler DuBose. "Vision-Based Measurements for Monitoring a Rehabilitated Corrugated Metal Pipe Culvert." In Structures Congress 2023. American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484777.037.

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Cui, Tie Jun, and Xiaopeng Shen. "Spoof surface plasmons on ultrathin corrugated metal structures in microwave and terahertz frequencies." In 2013 7th International Congress on Advanced Electromagnetic Materials in Microwaves and Optics (METAMATERIALS 2013). IEEE, 2013. http://dx.doi.org/10.1109/metamaterials.2013.6809111.

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Neugebauer, Reimund, Hans-Joachim Koriath, and Michael Müller. "Assembly of smart adaptronic piezo-metal composites by use of prefabricated batches of piezoceramic micro parts." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Jerome P. Lynch, Chung-Bang Yun, and Kon-Well Wang. SPIE, 2013. http://dx.doi.org/10.1117/12.2010504.

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Bohdanov, S. I. "METHOD FOR CALCULATING THE STRENGTH OF ARCH FRAMEWORKS OF AGRICULTURAL STRUCTURES." In FOOD SECURITY OF UKRAINE IN THE CONDITIONS OF POST-WAR RECOVERY: GLOBAL AND NATIONAL DIMENSIONS. MYKOLAIV NATIONAL AGRARIAN UNIVERSITY, 2025. https://doi.org/10.31521/978-617-7149-86-5-107.

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The work shows the development of probabilistic methods for calculating prefabricated light metal structures, showing the refinement of reliability assessment and ranking of their elements by degree of responsibility, and the refinement of bearing capacity reserves.
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Leyong, Wei, Yan Yonglun, Huang Liji, Ma Zeng, and Song Yingtong. "Overall Design of the Nanjing Jiangxinzhou Yangtze River Bridge." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0157.

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<p>This paper systematically introduces the overall design concept of the Nanjing Jiangxinzhou Yangtze River Bridge. The main bridge is a three-tower cable-stayed bridge featuring a longitudinal diamond cable tower and dual central cable planes. The bridge span is designed to be a total of 80+218+600+600+218+80 = 1796m. A steel-shell composite cable tower design is adopted, with the main girder including a high-performance steel-coarse aggregate reactive powder concrete</p><p>（CA-RPC） composite girder structure. The cable tower uses cast-in-situ bored pile group foundations,
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Stulpinas, Mantas, and Tomas Gečys. "Experimental investigation of secondary use of punched metal plate fasteners in timber structures." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.045.

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In this article, the possibility of secondary use of punched metal plate fasteners for timber structures is experimentally investigated. The secondary used metal plate fasteners are experimentally tested in both positions, parallel and perpendicular to the timber grain. For this purpose, the tension-to-tension test setup is used. Laboratory experiments of the secondary used metal plate fasteners are performed in parallel with the corresponding connection with the same size new metal plate fastener. All specimens for laboratory experiments are prefabricated at the factory. Laboratory experiment
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Yu, Chen-Chieh, Hsuen-Li Chen, Kuan-Hung Ho, Shang-Yu Chuang, Shao-Chin Tseng, and Wei-Fang Su. "Using the nanoimprint-in-metal method to prepare corrugated metal structures for plasmonic biosensors through both surface plasmon resonance and index-matching effects." In 2012 IEEE Sensors. IEEE, 2012. http://dx.doi.org/10.1109/icsens.2012.6411552.

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Yang, Li, Weihong Li, Zhongran Chi, Jing Ren, and Hongde Jiang. "Effect of Corrugated Orifice and Pin-Fin on Multiple Array Impingement Cooling With Low Nozzle to Target Distance." In ASME Turbo Expo 2014: Turbine Technical Conference and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/gt2014-25494.

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Impingement cooling is widely used in turbine vanes and combustors. With the increase of turbine inlet temperature, high heat transfer coefficient and low pressure drop are required for cooling structures. A series of new impingement configurations combined with corrugated orifice and pin-fins were developed in the present work. Both transient liquid crystal (TLC) and pressure measurement were applied on the impingement cooling structures. A 3D numerical method was also used for conjugate heat transfer simulation. Corrugated orifice helps decrease the pressure drop by decreasing the speed of c
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Cao, Junping, Shaohua Wang, Naiyi Li, et al. "Analysis on Buffer Layer Discharges Below the Corrugated Aluminum Sheath of XLPE Cables and Comparison with Other Metal Sheath Structures." In 2019 IEEE 3rd International Conference on Circuits, Systems and Devices (ICCSD). IEEE, 2019. http://dx.doi.org/10.1109/iccsd.2019.8843022.

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Okamine, Ryunosuke, Ryuta Ito, Satoshi Mizukami, Atsuya Sakata, and Satoshi Hada. "Heat Transfer Evaluation on Turbine Vane With Corrugated Wall Impingement Structure Using Infrared Camera." In ASME Turbo Expo 2024: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/gt2024-122499.

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Abstract Impingement cooling is an effective technique used to cool hot gas path parts, minimizing the amount of cooling air required, and thereby improving the performance of gas turbines. However, crossflow from spent air of upstream impingement jets disrupts downstream impingement jets resulting in decreased heat transfer performance. To reduce the influence of crossflow, prior investigators have proposed using a corrugated wall type impingement structure. Although fundamental tests of simplified corrugated wall impingement structures have been conducted in the past to confirm the basic coo
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Reports on the topic "Prefabricated metal corrugated structures"

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Willi, Joseph, Keith Stakes, Jack Regan, and Robin Zevotek. Evaluation of Ventilation-Controlled Fires in L-Shaped Training Props. UL's Firefighter Safety Research Institute, 2016. http://dx.doi.org/10.54206/102376/mijj9867.

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Investigations of recent firefighter line of duty deaths caused by rapid fire progression have highlighted a deficiency in firefighters’ understanding of how certain tactics affect the fire dynamics of ventilation-controlled fires. Many fires are in a ventilation-limited, decay state by the time firefighters arrive at the scene, meaning that introducing additional ventilation to the environment has the potential to cause rapid and intense fire growth. To more effectively teach firefighters about the potential effects of ventilation on a compartment fire, ventilation-controlled fires should be
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