No 12 (2025)
Articles
The experimental foundations for determining the bending stiffness of reinforced concrete elements at the stage of destruction
Abstract
In the load-bearing system of a building, due to static indeterminacy and the mutual support of the most stressed elements, these elements continue to deform even after reaching their maximum load. Calculations of the building at these stages must take into account the actual stiffness of the elements, which are in the stage of pseudoplastic deformation. The main objective of the conducted experimental studies was to determine the curvature values of reinforced concrete sections under bending at all stages of loading, considering the peculiarities of the destruction of the structure. In order to obtain experimental curvature values at the stage of destruction , conditions were created in the experiment for the behavior of the element as part of a rigid system, and a method for measuring deformations was proposed in the form of extended measures with indicators placed beyond the height of the section. Before the onset of the destruction process, the deformation values obtained from these instruments and from traditional strain gauges differed by no more than 15%. Bending tests were conducted on four series of samples with varying longitudinal and transverse reinforcement saturation, and a comparison was made between experimental and theoretical “moment-curvature” diagrams. It was experimentally established that the influence of clamps and compressed reinforcement with different spacing affects the character of the descending branch of the “moment-curvature” diagram, and quantitative assessments of this influence were obtained. At the stage of destruction, the deformability of the elements was determined by the behavior of the equivalent plastic hinge (the failing section), the width of which in our experiments was equal to the spacing of the clamps. As a result of the experiments, relationships between the average curvature and the curvature at the conditional plastic hinge at the failure stage were established. The use of the diagram method for calculating experimental samples, taking into account the operation of the clamps, demonstrated a sufficiently reliable correlation of the results at the destruction stage.
4-11
Bearing capacity evaluation of shells with central symmetry under conditions of physical and geometric nonlinearity
Abstract
Thin-walled and thick-walled spherical shells are widely used in construction when creating dome structures, reservoirs and other shell structures types, many of which experience significant loads close to limit. The study considers the load-bearing capacity evaluation problem of shells with central symmetry under conditions of physical and geometric nonlinearity. Setting the study task took into account the shell elastoplastic deformation provided that the material is incompressible. The calculation method based on the generalized Hooke’s law and the deformation plasticity theory provisions using the variable elasticity parameters method. The additional loads non-negativity criterion was used for the load-bearing capacity evaluation. The described procedure allows calculating the maximum internal pressure that the shell can withstand without destruction. According to the calculation results, the maximum allowable pressure increases with the shell wall relative thickness increase. Note here that relative deformation at shell outer edge corresponding to maximum tolerable load decreases with wall thickness increase. Taking into account the physical and geometric nonlinearities of the shell allows us to evaluate the qualitative differences in the behavior of the material during plastic and elastic deformation. The circumferential stresses along the thickness of the shell wall under plastic deformation conditions are increasing. Compressive circumferential stresses can occur on the inner surface of thick-walled shells under the action of the maximum allowable pressure, which affects the picture of the stressed-deformed state.
12-17
Prefabricated thin-walled monolithic open shells with self-locking carbon fiber reinforcement
Abstract
The relevant problem of capital technical facilities construction (capital groups I and II) in the Russian Federation regions with harsh climate, complex logistics and the lack of developed construction industry is considered. To solve this problem a comprehensive technology for arched buildings, combining a thin-walled open cylindrical monolithic shell, pneumatic PVC formwork and carbon fiber reinforcement is proposed. The process methodology is described in detail, including step-by-step installation, bringing the system to its design position by pumping air and concreting with self-sealing concrete. Special attention is paid to the carbon fiber reinforcement advantages: high strength, low weight, corrosion resistance and self-straightening, which is crucial for transportation and fixation in the design position without additional mechanisms. It is proved that the proposed solution minimizes material consumption, transportation costs, construction time and provides high thermal and operational characteristics of the facility.
18-22
Fiber-optic Mach-Zehnder interferometer with piezoelectric type phase modulator
Abstract
The development and improvement of interferometry methods can currently be characterized by a transition to a higher quality level, primarily related to the use of fiber-optic technologies and an element base. The object of the study is an optoelectronic system of a fiber-optic interferometer. The subject of the study is the amplitude-frequency characteristic of the phase modulator of a fiber-optic interferometer. The results of a study of the amplitude-frequency characteristics of a Mach-Zehnder fiber-optic interferometer with a piezoelectric phase modulator are presented. The design and testing methodology of a phase modulator as part of an optoelectronic system of a Mach-Zehnder fiber interferometer have been developed.
23-29
Expansion of the raw material base for the production of construction materials through the use of production and consumption waste
Abstract
Long-term pollution of the natural environment by solid municipal and industrial waste leads to environmental degradation. Due to the numerous industries that generate waste, waste disposal is a challenge. The exacerbation of environmental problems against the backdrop of intensified production processes requires a revision of approaches to managing solid waste management processes. Solving the solid waste problem is possible through the development and industrial implementation of various technologies for the production of a range of building materials using industrial waste as secondary raw materials. This will not only address environmental issues but also significantly expand the availability of cost-effective building materials, especially for low-rise construction.
30-34
Digital footprint of entrepreneurs in construction
Abstract
The article considers the issue of digital footprints and their role in the construction industry. The sources of the construction entrepreneurs’ digital footprints formation are analyzed, including interaction with customers through websites and social networks, software usage, participation in online bidding and auctions. The digital footprints classification into active and passive is given and the features of their formation in the construction industry are considered. Particular attention is paid to the digital footprints for entrepreneurs: market analysis, business processes optimization and customer experience improvement. The risks associated with the digital data usage are considered, including information security issues, data misinterpretation and competitive threats. In conclusion, the prospects for the digital technologies in construction development are discussed, including artificial intelligence integration and its use for services personalization. The importance of digital footprints conscious and competent use as a key success factor in the modern construction business is emphasized.
37-40
Neoclassicism in residential and public buildings architecture in Komsomolsk-on-Amur
Abstract
The article presents study results of the neoclassicism examples in residential and public buildings architecture in Komsomolsk-on-Amur. The stages of the city formation and its neoclassical architecture in the socialist era are analyzed: the period of formation in the 1930s, pre-war and post-war time – 1940–1950s. The list of some of the most significant survived architectural federal and regional significance monuments of the neoclassical style located on the territory of Komsomolsk-on-Amur is given. Assessment of their current state is given. Attention is paid to little-known ones that are not objects of cultural heritage, but are interesting from the study point of view. For maximum clarity, neoclassical architectural objects, their fragments and details’ photo-fixation was carried out. It was concluded that it is necessary to continue neoclassicism in the Komsomolsk-on-Amur architecture study for these objects’ popularization and preservation as an important evidence of the historical and cultural processes in the Soviet Union. It is needed adopting these objects to modern requirements for the Komsomolsk-on-Amur and its architectural heritage uniqueness preservation.
41-48
National architectural schools influence on the Manchurian settlements’ development
Abstract
The peculiarities of settlement development in Northeastern China (Manchuria) are revealed on the example of the largest cities in the region – Harbin, Shenyang, Dalian and Changchun. In the course of the work, historical prerequisites for the urban structure formation that affected the Manchurian territories in various periods are analyzed. The peculiarities of the settlements' development under imperial and republican China, Russia and Japan jurisdiction, as well as the Manchukuo period, are considered separately. At each stage, cities planning solutions are analyzed, buildings development patterns and features of foreign techniques integration into the Northeast China environment are revealed. The complex nature of the settlements planning structure, associated with several foreign states active influence on the regions of Manchuria is determined. It is revealed that the imperial China period was characterized by the urban structure development in accordance with classical urban planning treatises, but it manifested itself only in large settlements. The period of the Russian administration management was characterized by the complex development of administrative districts in the CER exclusion zone, in which the urban axis was a street or a two-lane building facing the railway station. Similar solutions are typical for settlements under the Japanese administration control, however, unloading diagonals systems converging in the form of three beams to the station and radial axes at the highways intersection were used here. The parallel-developing Chinese regions of the republic period are characterized by chaotic development of commercial belts between the historical Chinese core and foreign neighborhoods. The Manchukuo period was characterized by the unification of disparate structures into the unified city fabric.
49-57
Assessment of residential area environmental pollution from gas stations
Abstract
The article evaluates environmental pollution from gas stations located in a residential area using the example of a small Far Eastern city. The number of cars and other vehicles in the country is increasing yearly, along with the need for fuel for them. With increase in petroleum products consumption, the role of a gas station as the main link in the direct fuels and lubricants supply to consumers increases. Transportation and gas stations are one of the environmental pollution sources. The main factors influencing the pollutant emissions level near gas stations are considered. Special attention is paid to the role of Volatile Organic Compounds (VOC) from petroleum products and carbon dioxide in the air quality worsening. As any other environmental pollution source, gas stations are subject to strict environmental requirements. The dependence of the air pollution level on the gas station nearness to residential areas is analyzed, it is shown that the proper gas stations location allows avoiding increased air pollution, which directly depends on the city magnitude, the building density and a significant vehicles concentration.
58-63
Formation the "green environment" in urbanized territories in the Lower Amur region
Abstract
In modern conditions, the problem of green construction is particularly acute. Green spaces play a special role in shaping the appearance of cities and improving the environment, level, and quality of life. This article addresses the state of green spaces in large and small cities with significant traffic and industrial activity. The article examines the impact of atmospheric air on the condition of tree species used in settlements in the Lower Amur region. The assortment of trees and shrubs for recreational and green construction should have a “good rating” primarily based on the plant’s winter hardiness. The article also discusses the main species of green plants that are widely used in urban landscaping. The key parameter in selecting the assortment was the adaptation of trees and shrubs to the climatic characteristics of the city. The influence of air quality on the condition of various tree species has been studied in detail using biological methods. Recommendations have been given for the use of certain types of green spaces, taking into account the location of green areas in relation to city highways and the intensity of traffic on them.
64-69
