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Journal articles on the topic 'Prefabricated metal corrugated structures'

Author: Grafiati

Published: 5 June 2025

Last updated: 1 August 2025

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1

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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2

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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3

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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7

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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8

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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9

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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10

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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11

Harkusha, Mykola. "Approaches to calculation of waterpermeable structures made of metal corrugated structures for static and dynamic loads." Bulletin of Kharkov National Automobile and Highway University 1, no. 105 (2024): 80. http://dx.doi.org/10.30977/bul.2219-5548.2024.105.1.80.

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Problem. Today, approaches to the calculation of road culverts from metal corrugated structures do not have unified approaches, almost every country that produces metal corrugated structures has its own individual calculation approaches. Goal. The work presents the main approaches to the calculation of culverts made of metal corrugated structures for static and dynamic loads. Methodology. The analysis was carried out of the deflection theory, the ring compression theory, the theory of buckling. Results. On the basis of the conducted research, the need to improve the existing approaches in Ukra

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12

He, Jianian, Zheng Chen, Dongzhuo Zhao, and Shizhe Chen. "Research and Parameter Analysis of Lateral Resistance Performance of Assembled Corrugated Steel Plate Shear Wall." Applied Sciences 15, no. 8 (2025): 4369. https://doi.org/10.3390/app15084369.

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Corrugated steel plate shear walls (CSPSWs) exhibit excellent energy dissipation capacity and lateral resistance performance due to their unique “accordion structure”, making them a highly promising seismic component in prefabricated buildings. The assembled CSPSWs utilize bolted connections on both sides, which align with the energy-saving and emission-reduction trends of prefabricated construction. Compared to traditional welded connections, this method reduces the impact on frame columns during seismic deformation and allows for easier post-damage replacement. Through experimental and finit

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13

LUCHKO, J. J., and V. V. KOVALCHUK. "TECHNICAL CONDITION OF CORRUGATED METAL TRANSPORT STRUCTURES." Bridges and tunnels: Theory, Research, Practice, no. 19 (August 28, 2021): 38–50. http://dx.doi.org/10.15802/bttrp2021/233873.

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Purpose. The purpose of the work is to establish the real technical condition of transport structures made of corrugated metal structures on the basis of the analysis of scientific and technical sources.And to analyze the experience of operation of metal corrugated structures in the soil environment and to form and generalize the problems of ensuring the reliability and durability of structures made of metal corrugated structures in the conditions of operation on railways and highways of Ukraine. Methodology. To achieve this goal, a review of scientific and technical sources and regulations of

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14

Kovalchuk, Vitalii, Mykola Sysyn, Yuriy Hnativ, et al. "Restoration of the Bearing Capacity of Damaged Transport Constructions Made of Corrugated Metal Structures." Baltic Journal of Road and Bridge Engineering 16, no. 2 (2021): 90–109. http://dx.doi.org/10.7250/bjrbe.2021-16.529.

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The paper deals with damages of transport constructions made of corrugated metal structures in the body of a railway track or a road during their operation. A constructive variant to restore the bearing capacity of structures was developed, which consists of installing an annular stiffening rib into the concave part of the corrugated metal profile. The main advantage of this method compared to the double corrugating method is the possibility of performing the reinforcement works during structure operation without interrupting the movement of transport vesicles. The study has proved that the re

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15

Kovalchuk, Vitalii, Mykola Sysyn, Majid Movahedi Rad, and Szabolcs Fischer. "Investigation of the Bearing Capacity of Transport Constructions Made of Corrugated Metal Structures Reinforced with Transversal Stiffening Ribs." Infrastructures 8, no. 9 (2023): 131. http://dx.doi.org/10.3390/infrastructures8090131.

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Methods of increasing the bearing capacity of corrugated metal structures of transport constructions using transversal stiffening ribs in the form of additional corrugation and stiffeners are given. Based on the theory of elasticity, a mathematical model for estimating the stress-strain state of transport constructions made of corrugated metal structures reinforced with stiffening ribs in the form of double corrugation was developed. The method of determining equivalent forces during rolling stock passage is offered. It has been established that double corrugation increases the bearing capacit

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16

Harkusha, Mykola. "Recommendations for restoration of culvert using metal corrugated structures." Dorogi i mosti 2024, no. 30 (2024): 321–37. http://dx.doi.org/10.36100/dorogimosti2024.30.321.

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Introduction. The reliability and durability of culverts are affected by static and dynamic loads from vehicles and temperature and climatic influences, the destructive force of water flow, abrasive destruction, corrosion of the material, shortcomings in the choice of structures and unsatisfactory design, all of which cause the premature collapse of the structure. Today, culverts made of metal corrugated structures (hereinafter referred to as metal corrugated structures) are widely used. The well-known advantages that justify the choice of such a solution are mainly a short term and a relative

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17

B STASYUK, V STANKEVYCH, V KOVALCHUK, and J LUTCHKO. "INVESTIGATION OF STRESS-STRAIN STATE CORRUGATED METAL STRUCTURES UNDER INTERACTION WITH SOIL BACKFILL." Bridges and tunnels: Theory, Research, Practice, no. 5 (July 2, 2014): 105–11. http://dx.doi.org/10.15802/bttrp2014/40783.

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Purpose. The purpose of this paper is to conduct a study of the stress-strain state corrugated metal structures in the interaction with the soil backfill. Such studies will help to establish the causes of defects corrugated metal structures, which help to provide timely engineering solutions, which in turn can lead to increased carrying capacity ofthe CIM. Methodоlogy. Calculations of the stress-strain state corrugated metal structures made by finite element method using the licensed program FEMAP with MSC NASTRAN. In carrying out these calculations take into account the degree of compaction o

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18

J. LUCHKO, Y. KOVALCHUK, and I. KRAVETS. "METHODS OF ASSESSING THE BEARING CAPACITY OF CORRUGATED METAL STRUCTURES." Bridges and tunnels: Theory, Research, Practice, no. 11 (December 10, 2017): 30–41. http://dx.doi.org/10.15802/bttrp2017/158458.

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Purpose. The aim of the research is to analyze the methods of calculating and evaluation of the bearing capacity of corrugated metal structures (the CMS) in cooperation with soil backfill as a result of stress from rolling stock or vehicles. To prove the applicability of these methods for the calculation of pipes of different diameters and different structural forms. Methodology. The methods of calculating the deflected mode of corrugated metal pipes of small diameter (up to 3 m.) at constant load, and calculation methods CMS of large diameter more than 6 m are analyzed. Findings. The calculat

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19

Ding, Wenqi, Xuanbo Huang, Chengshuo Yu, Qingzhao Zhang, and Tianxiang Wu. "Calculation Method of New Assembled Corrugated Steel Initial Support Structure of Highway Tunnel." Applied Sciences 14, no. 16 (2024): 7242. http://dx.doi.org/10.3390/app14167242.

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The assembled corrugated steel initial support structure is a new prefabricated structure in highway tunnel engineering, achieving a balance between economy and safety. This study proposes a simplified calculation method and elucidates the mechanical mechanisms of assembled corrugated steel initial support structures. Firstly, the stiffness characteristics of corrugated steel plates were studied based on full-scale tests. A general equivalent stiffness coefficient table was established. Numerical simulations of corrugated steel flange joints were conducted to explore their bending mechanical p

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20

Jiang, Xiangqian, Haiming Yuan, Bing Zhang, and Xiudong Sun. "Coupling properties between plasmonic modes and cavity modes in corrugated metal–dielectric–metal waveguide." RSC Advances 6, no. 106 (2016): 104112–16. http://dx.doi.org/10.1039/c6ra21926h.

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21

Harkusha, Mykola. "EXPERIENCE OF OPERATION AND FEATURES OF CULVERS MADE OF METAL CORRUGATED STRUCTURES ON AUTOMOBILE ROADS." Dorogi i mosti 2024 (May 17, 2024): 235–50. http://dx.doi.org/10.36100/dorogimosti2024.29.235.

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Introduction. Road culverts made of metal corrugated structures despite of more than a hundred years of application history, in Ukraine they are a fairly new type of construction and are widely used in transport construction as an alternative to traditional steel or concrete bridge structures. The well-known advantages that justify the choice of such a solution are mainly a short term and relatively low cost of construction, construction provided that the appropriate technological regime is followed and does not cause any particular problems. However, the modern process of design and construct

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22

Harkusha, Mykola. "Application of Waterproofing Coatings for Corrosion Protection of Road Culverts Made of Corrugated Metal Structures." Central Ukrainian Scientific Bulletin. Technical Sciences 1, no. 10(41) (2024): 91–101. https://doi.org/10.32515/2664-262x.2024.10(41).1.91-101.

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Road culverts made of corrugated metal structures were initially used as small pipes in both length and diameter. Today, road culverts made of corrugated metal structures are used with a span of 40 m and are a composite soil-steel system and are widely used in the field of transport construction. Road culverts made of corrugated metal structures are economical, aesthetically attractive, have the advantage of quick construction with minimal maintenance in the future, the estimated service life is usually from 50 to 100 years. Constantly operating in wet conditions, road culverts made of corruga

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Harkusha, Mykola. "Analysis of Application of Cement-Sand Solutions During the Renovation of Road Water-Draining Structures Using Metal Corrugated Structures." Bulletin of Kharkov National Automobile and Highway University, no. 106 (September 19, 2024): 92. http://dx.doi.org/10.30977/bul.2219-5548.2024.106.0.92.

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Abstract. Problem. Today, the restoration of road culverts using metal corrugated structures is relevant and necessary, as they are in difficult operating conditions, which is the reason for their premature destruction. Goal. Сonducting an analysis of the dynamic viscosity of cement-sand solutions during the restoration of road culverts using metal corrugated constructions. Methodology. The hydraulic resistance analysis of the cement-sand solution during fogging of the inter-pipe gap and the dynamic viscosity analysis of the cement-sand solution were carried out. Results. Based on the conducte

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Zhang, Zhe, Pan Zou, En-Feng Deng, Zi Ye, Yi Tang, and Fei-Ran Li. "Experimental study on prefabricated composite box girder bridge with corrugated steel webs." Journal of Constructional Steel Research 201 (February 2023): 107753. http://dx.doi.org/10.1016/j.jcsr.2022.107753.

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Nirala, Nitish, and Nabin Kumar. "Band Gap Mechanism for Armchair Single Walled Carbon Nanotubes and Metal Semiconductor Transition for Symmetry Breaking." Bulletin of Pure and Applied Sciences – Physics 42, no. 2 (2023): 75–79. http://dx.doi.org/10.48165/bpas.2023.42d.2.2.

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We have studied structures of single walled carbon nanotubes and metal semiconductor transition for the symmetric breaking. It was found that band gap existed for metallic armchair single walled carbon nanotubes. Calculations were made to analyse the meta-stability of the corrugated structures of armchair single walled carbon nanotubes. The corrugated single walled carbon nanotube structures are always lower in energy than the non corrugated nanotubes. The curvature effect was that the corrugated structure breaks the local symmetry between different carbon atoms. A true gap is created which do

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Abramov, Volodymyr. "Calculation of the load capacity of an arched road structure fromcorrugated metal by analytical method." Dorogi i mosti 2024, no. 30 (2024): 345–52. http://dx.doi.org/10.36100/dorogimosti2024.30.345.

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Introduction. One of the possible options for a simple, practical design of an arched road structure (small bridge) made of corrugated metal is considered, which can be considered as one that is more accurate and labor-intensive for the design of such a structure under the road pressure, as the “structure – soil” system for finite element method. Problem Statement. Regular normative and methodological documents for the design and maintenance of road structures (culverts, small bridges, tunnels) made of corrugated metal provide a simple formula for the structure of the structure and deformation

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Issabayev, Galym, Aimash Slyambayeva, Alpysbay Kelemeshev, and Dina Amandykova. "Development of the project of modular prefabricated buildings." EUREKA: Physics and Engineering, no. 4 (July 30, 2022): 36–45. http://dx.doi.org/10.21303/2461-4262.2022.002499.

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The issues of working design with the construction of modular prefabricated buildings, with the minimization of cold bridges are revealed. Cold bridges are typical for prefabricated buildings with inadequate attention to the design of both load-bearing metal and enclosing structures, as well as their connections. Connections should not pass through its cross section both zero and negative temperatures. As a result, an original project of two modular buildings was developed from easily prefabricated metal structures and wall structures with light mineral wool filling. This project is also inten

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Issabayev, Galym, Aimash Slyambayeva, Alpysbay Kelemeshev, and Dina Amandykova. "Development of the project of modular prefabricated buildings." EUREKA: Physics and Engineering, no. 4 (July 30, 2022): 36–45. https://doi.org/10.21303/2461-4262.2022.002499.

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The issues of working design with the construction of modular prefabricated buildings, with the minimization of cold bridges are revealed. Cold bridges are typical for prefabricated buildings with inadequate attention to the design of both load-bearing metal and enclosing structures, as well as their connections. Connections should not pass through its cross section both zero and negative temperatures. As a result, an original project of two modular buildings was developed from easily prefabricated metal structures and wall structures with light mineral wool filling. This project is also inten

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Zhao, Pin, Chao Chen, Xudong Shao, and Xueliang Rong. "Shear stress at joint of prefabricated-composite box girders with corrugated steel webs." Journal of Constructional Steel Research 212 (January 2024): 108307. http://dx.doi.org/10.1016/j.jcsr.2023.108307.

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Jiang, Haotian, Chenhua Jin, Lei Yan, QN Li, and Wei Lu. "Design method for the relocation of plastic hinges in prefabricated steel beams with corrugated webs." PLOS ONE 16, no. 2 (2021): e0246439. http://dx.doi.org/10.1371/journal.pone.0246439.

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The plastic hinge is a key factor in the ductile and plastic design of structures and an important basis for the seismic strengthening of structures. The formation and behavior of plastic hinges is critical for the seismic performance of an entire structure. The relocation of plastic hinges away from the beam end is an effective way of addressing brittle failure. In this paper, the cause of the shear buckling failure of prefabricated steel beams with corrugated webs and the strain variation at the flanges of steel beams are theoretically analyzed through structural tests. Based on the analysis

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Kovalchuk, V. V. "THE EFFECT OF CORRUGATED ELEMENTS THICKNESS ON THE DEFLECTED MODE OF CORRUGATED METAL STRUCTURES." Science and Transport Progress. Bulletin of Dnipropetrovsk National University of Railway Transport, no. 3(57) (July 2, 2015): 199–207. http://dx.doi.org/10.15802/stp2015/46079.

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Zhu, Eryu, Teng Li, Lei Liu, Li Zhu, and Yuanyuan Tian. "Bond Slip Behavior of Grout-Filled Concrete Members with Different Interface Materials." Advances in Materials Science and Engineering 2022 (April 11, 2022): 1–17. http://dx.doi.org/10.1155/2022/1235843.

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The present paper investigates the relationship between pressure (bond stress) and displacement at the failure load for different materials through testing and modeling. First, single-end tests were conducted on prebonded stressed and perforated concrete specimens with corrugated plastic, metal, and rubber extractive pipes. These tests reveal that corrugated plastic pipes provide good bonding performance with concrete and grout. Hence, they can be applied in the hole-forming process of posttensioned prestressed bonded structures, along with corrugated metal pipes and rubber extractive pipes. B

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Turko, Mikhail. "CALCULATION OF CULVERTS UNDER ROAD EMBANKMENTS USING THE SEMI-ANALYTICAL FINITE ELEMENT METHOD." Construction and Architecture 9, no. 2 (2021): 56–60. http://dx.doi.org/10.29039/2308-0191-2021-9-2-56-60.

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The article discusses the methodology for calculating corrugated metal structures used as culverts based on the semi-analytical finite element method. The calculation is carried out according to a non-deformable scheme using the load dependences obtained on the basis of the structural mechanics of bulk solids. Significant differences in the nature of the stress-strain state of corrugated structures in comparison with smooth shells is revealed.

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Yue, Feng, Kai Liao, Aung Khaing Min, et al. "Seismic performance of joints of prefabricated corrugated steel utility tunnels Part(I)–Experimental analysis." Journal of Constructional Steel Research 216 (May 2024): 108616. http://dx.doi.org/10.1016/j.jcsr.2024.108616.

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Min, Aung Khaing, Feng Yue, Kai Liao, et al. "Seismic performance of joints of prefabricated corrugated steel utility tunnels Part(II) – Numerical analysis." Journal of Constructional Steel Research 215 (April 2024): 108567. http://dx.doi.org/10.1016/j.jcsr.2024.108567.

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Bohdan, Gera, and Kovalchuk Vitalii. "A study of the effects of climatic temperature changes on the corrugated structure." Eastern-European Journal of Enterprise Technologies 3, no. 7(99) (2019): 26–35. https://doi.org/10.15587/1729-4061.2019.168260.

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The study provides the results of experimental tests on temperature distribution throughout the surface of a corrugated metal sheet. Mathematical models are proposed for calculating the thermal conductivity and the thermal stress state of a fragment of the corrugated metal frame of a transportation facility whose lateral surfaces are heated to different temperatures. It is assumed that the temperature depends on two spatial variables. As a possible criterion for choosing the desired function of temperature distribution throughout the construction, it is assumed that the functional defined by a

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Rubashka, Volodymyr. "STABILITY OF METAL STRUCTURE OF PALLET RACKING FRAME." Bulletin of the National technical university "Kharkiv Polytechnic Institute" Series: Techniques in a machine industry, no. 2(10) (December 27, 2024): 32–40. https://doi.org/10.20998/2079-004x.2024.2(10).04.

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The issues of analyzing the stability of frames of prefabricated pallet racks are considered. Pallet racks are adapted to the minimum possible size of the usable space they occupy, as well as to provide convenient access to stored goods. The need to place the maximum number of cargoes in a minimum warehouse area places high demands on the design and calculation methods of both racking systems as a whole and their individual constituent elements. The purpose of the work is to conduct research on the stability of the frame, which is one of the main structural elements of the metal structure of t

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Wang, Kedong, Min Ma, Jiabo Wang, Ran Yang, Liyu Hu, and Zhaoxing Luo. "Analysis of Mechanical Behavior of Symmetric Prefabricated Bodies and Metal Connecting Components During Hoisting and Overturning in Assembly Structures." Symmetry 17, no. 2 (2025): 196. https://doi.org/10.3390/sym17020196.

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Prefabricated assembly structures play a pivotal role in modern building construction and underground transit developments, offering benefits such as ease of installation, rapid construction, and environmental sustainability. These prefabricated assembly structures are always symmetric and particularly prevalent in projects like subway station construction, where symmetry prefabricated blocks are commonly used. The hoisting and overturning of these blocks are crucial stages in the construction sequence. Given the substantial weight (tens of tons) and size (several meters) of these prefabricate

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Нarkusha, Mykola. "APPROACHES FOR DETERMINING THE RELIABILITY OF ROAD WATER PIPES FROM METAL CORRUGATED STRUCTURES FROM THE POSITION OF THE INFLUENCE OF CORROSION." Automobile Roads and Road Construction, no. 114.2 (2023): 164–83. http://dx.doi.org/10.33744/0365-8171-2023-114.2-164-183.

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Road culverts made of metal corrugated structures are increasingly used in the transport construction of Ukraine. One of the main factors affecting the durability of a road culvert is corrosion of the metal of the pipe itself. Corrosion damage is an extremely important problem and requires an appropriate response at a very early stage of development. In most cases, damage is irreversible, especially when it occurs from the soil side. The determination of durability must also take into account maintenance costs, which must be considered in relation to the cost of replacing the structure. The ar

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Xu, Ying-lu, Yao-xuan Su, Yong-fang Shang, and Li-min Tian. "Seismic performance of earthquake-resilient prefabricated corrugated web beam-column connection with buckling-restrained plates." Journal of Constructional Steel Research 194 (July 2022): 107327. http://dx.doi.org/10.1016/j.jcsr.2022.107327.

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Koval, P. M., I. P. Babyak, and T. M. Sitdyikova. "NORMALIZATION OF THE DESIGN AND CONSTRUCTION OF BUILDINGS OF CORRUGATED METAL STRUCTURES." Science and Transport Progress, no. 33 (August 25, 2010): 114–17. http://dx.doi.org/10.15802/stp2010/13184.

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In the paper the exposition of metal corrugated constructions is given. The special attention is paid to the normalization and related features. The questions, which can be solved by the operating norms, are specified.

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LUKIN, Aleksey O., Vadim Yu ALPATOV, and Dmitriy D. CHERNYSHEV. "IMPROVING CONSTRUCTIVE SOLUTION OF BEAM WITH CORRUGATED WALL." Urban construction and architecture 6, no. 2 (2016): 4–9. http://dx.doi.org/10.17673/vestnik.2016.02.1.

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The analysis of improving ways to test for load-bearing structures - metal beams with corrugated wall was conducted. Weak places, limiting their load-bearing capacity were determined. It was found that the criterion for determining the carrying capacity of thin-walled corrugated beam is its local resistance. The author's solution to increase the local stability of the corrugated wall beams was suggested. Author's solution is to give the corrugated wall of further extruded profile of different geometry. The influence of the shape and size of punching the wall on the carrying capacity of corruga

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Jinquan, Zhao, Zhou Long, Ding Yonggang, and Zhu Rongji. "Uranium solid performance test of butterfly rebar-corrugated pipe slurry hoe connection." Insights of Automation in Manufacturing 1, no. 1 (2024): 42–58. http://dx.doi.org/10.59782/iam.v1i1.206.

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To provide a theoretical basis for the application of spiral reinforcement-corrugated tube grout-pin connection in prefabricated structures, 21 pin-fixed pull-out specimens were designed and manufactured. Through unidirectional pull-out tests, the failure mode, load-displacement curve and the influence of different influencing factors on the bond pin-fix strength of the specimens were analyzed. The bond strength calculation formula of spiral reinforcement-corrugated tube grout-pin connection was fitted, and the recommended value of the pin-fix length was proposed. The test results show that th

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McCavour, Thomas C., Peter M. Byrne, and Timothy D. Morrison. "Long-Span Reinforced Steel Box Culverts." Transportation Research Record: Journal of the Transportation Research Board 1624, no. 1 (1998): 184–95. http://dx.doi.org/10.3141/1624-22.

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A comprehensive investigation of soil–metal structure interaction for long-span deep-corrugated reinforced steel box culverts was carried out in a project sponsored by the National Research Council of Canada in 1996. Two 12-m span box culverts were erected at a Dorchester, New Brunswick, test site using two backfill densities, one structural steel plate thickness, and a minimum cover of 300 mm. These structures are the largest steel box culverts erected to date. One structure was reinforced using continuous deep-corrugated crown stiffeners, and the other was intermittently reinforced using com

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Osterman, Ekaterina, and Olga Shutova. "Analysis of the types of constructions made of corrugated metal structures." PNRPU Construction and Architecture Bulletin 7, no. 1 (2016): 18–29. http://dx.doi.org/10.15593/2224-9826/2016.1.03.

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Kovalchuk, Vitalii, Ruslan Markul, Olena Bal, et al. "The study of strength of corrugated metal structures of railroad tracks." Eastern-European Journal of Enterprise Technologies 2, no. 7 (86) (2017): 18–25. http://dx.doi.org/10.15587/1729-4061.2017.96549.

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Abramov, Volodymyr. "Equivalent temporary load for arch bridge structures made of corrugated metal." Dorogi i mosti 2025, no. 31 (2025): 244–49. https://doi.org/10.36100/dorogimosti2025.31.244.

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Introduction. The question of the practical method of calculating the temporary moving load from vehicles on arched bridge structures with an increased size of the opening made of metal corrugated structures (MCS) under the road embankment (small and medium bridges, overpasses) is considered. Based on the results of calculation and theoretical studies, proposals were made regarding the determination of the temporary moving load, distributed (through the soil of the embankment) only on part of the span, to the equivalent (according to the criterion of the maximum bending moment in arch structur

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G. Tonkacheev and K. Nosach. "Influence of concrete mix properties on technology of arrangement column foundations." Ways to Improve Construction Efficiency, no. 45 (October 16, 2020): 102–11. http://dx.doi.org/10.32347/2707-501x.2020.45.102-111.

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The article analyzes the selection of concrete mix for the device of the columnar foundation under the column of the frame structure. Depending on the technology of the device - monolithic, prefabricated, prefabricated-monolithic - the main factors influencing the choice are determined.Frame structures have been actively erected since the beginning of the 20th century, with the development of industrial construction. The advantages of frame structures are the unification of structural elements, the possibility of using prefabricated elements, universal planning of the structure, its durability

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Chen, Wen Su, Hong Hao, and Hao Du. "Numerical Study of Corrugated Metal Panels Subjected to Windborne Debris Impacts." Key Engineering Materials 626 (August 2014): 109–14. http://dx.doi.org/10.4028/www.scientific.net/kem.626.109.

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Hurricane, typhoon and cyclone take place more and more often around the world with changing climate. Such nature disasters cause tremendous economic loss and casualty. Various kinds of windborne debris such as compact-like, plate-like and rod-like objects driven by hurricane usually imposes localized impact loading on the structure envelopes such as cladding, wall or roof, etc. The dominant opening in the envelope might cause serious damage to the structures, even collapse. To withstand the impact of such extreme event, the requirements on panel capacity to resist windborne debris impact has

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Onyshchenko, Artur, Mykola Harkusha, and Mykola Klymenko. "ANALYSIS OF PROBLEMS OF ENSURING RELIABILITY AND DURABILITY OF HYDRAULIC STRUCTURES OF TRANSPORT CONSTRUCTION FROM ROAD WATERWAYS." Dorogi i mosti 2022, no. 25 (2022): 190–202. http://dx.doi.org/10.36100/dorogimosti2022.25.190.

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Abstract. Introduction. Failure to ensure the reliability and durability of hydraulic structures of transport construction of road culverts in operating conditions due to static and dynamic loads from vehicles and temperature and climatic influences, the destructive force of water flow, abrasive destruction, corrosion of metal. The reason for the lack of efficiency of design solutions of road culverts is the fundamental difference in the conditions of water flow through the road culvert, at the outlet of the pipe a two-dimensional flow is formed, and and, as a consequence, the destruction of t

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