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Relevant bibliographies by topics / Diagrams longitudinal forces

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Academic literature on the topic 'Diagrams longitudinal forces'

Author: Grafiati

Published: 28 May 2022

Last updated: 31 July 2025

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Journal articles on the topic "Diagrams longitudinal forces"

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Dzyuba, V. A., E. V. Zhuravleva, and A. S. Starkova. "Application of a Nonlinear Deformation Model to the Analysis of Complete Moment-Curvature Diagrams of Reinforced Concrete Elements with Reinforcement A500." Materials Science Forum 1087 (May 12, 2023): 169–75. http://dx.doi.org/10.4028/p-w7h770.

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This article suggests a calculation procedure for the parameters of complete moment-curvature deformation diagrams with a down leg that can be used for the calculations of the multistorey monolithic building frameworks taking into account the specifics of reinforced concrete. To construct complete deformation diagrams for bending elements, a non-linear deformation model is used that is based on using the physical diagrams of the concrete and reinforcements to calculate the inner moments of cross-sections at all loading stages via balance and strain compatibility equations. Using this model, th

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Kotikov, Jurij. "DISTRIBUTION OF THE NORMAL REACTIONS ON THE QUANTOMOBILE WHEELS." Architecture and Engineering 6, no. 4 (2021): 72–79. http://dx.doi.org/10.23968/2500-0055-2021-6-4-72-79.

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Introduction: The progress of science has made it possible to create new quantum engines (QEs) powered by physical vacuum energy. A QE will generate a vector-based propulsive force, or thrust, applicable to the vehicle body directly, with no transmission required. Traditional cars will be upgraded with QEs and thus converted into quantomobiles. QE thrust application at the point of the vehicle body, hovering above the bearing surface, introduces changes in the traditional diagram of forces acting on the vehicle. Therefore, it is necessary to assess the influence of thrust on the longitudinal s

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Belov, M. P., O. A. Kundyukov, and V. I. Korolev. "Synthesis of a System for Stabilizing the Total Cutting Force of a Metalworking Lathe." LETI Transactions on Electrical Engineering & Computer Science 17, no. 10 (2024): 98–112. https://doi.org/10.32603/2071-8985-2024-17-10-98-112.

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A mathematical model for calculating the value of workpiece deviation is developed. Diagrams of transverse forces and bending moments in workpieces made of different materials under different cutting conditions is constructed. The influence of the cutting depth and longitudinal feed rate of a lathe on the workpiece axis deviation is analyzed. A structural diagram for calculating the cutting depth is synthesized taking into account workpiece bending in the transverse feed drive control system. A functional diagram of cutting force is considered. A mathematical description of the main motion dri

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Krivobokov, Nikolay, Svetlana Sazonova, and N. Akamsina. "Numerical modeling of the technical state of frame building structures." Modeling of systems and processes 15, no. 1 (2022): 52–66. http://dx.doi.org/10.12737/2219-0767-2022-15-1-52-66.

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Structures of a multi-storey frame building are considered as the object of the survey. Based on the results of the inspection of the technical condition of the object, verification calculations of the bearing capacity of structures for the effect of the design forces on the actual design schemes and on the action of real operational loads and influences were carried out. An assessment of the technical condition of individual structural elements of the object has been carried out. The actual technical condition of the building and its elements has been determined. Additional defects and damage

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Bednarek, Włodzimierz. "Longitudinal displacements of railway jointless track due to local temperature difference on its length." Transportation Overview - Przeglad Komunikacyjny 2020, no. 2 (2020): 11–27. http://dx.doi.org/10.35117/a_eng_20_02_02.

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In the paper is shown an analysis of a CWR track’s longitudinal displacements due to a local temperature difference on its length. The thermical forces on the railway track length arise due to a local temperature difference of rail, causing the local, zonal the longitudinal displacements of rail cross-sections. Axial displacements of track induce in succession a longitudinal reaction of roadbed in such a degree on which a arising displacements allow. Additionally a arising during track operating a variable longitudinal resistance on track’s length (generated among other things by different sta

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Hobbs, Sarah Jane, Mark A. Robinson, and Hilary M. Clayton. "A simple method of equine limb force vector analysis and its potential applications." PeerJ 6 (February 21, 2018): e4399. http://dx.doi.org/10.7717/peerj.4399.

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Background Ground reaction forces (GRF) measured during equine gait analysis are typically evaluated by analyzing discrete values obtained from continuous force-time data for the vertical, longitudinal and transverse GRF components. This paper describes a simple, temporo-spatial method of displaying and analyzing sagittal plane GRF vectors. In addition, the application of statistical parametric mapping (SPM) is introduced to analyse differences between contra-lateral fore and hindlimb force-time curves throughout the stance phase. The overall aim of the study was to demonstrate alternative met

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Gerlici, Juraj, Alyona Lovska, and Mykhailo Pavliuchenkov. "Study of the Dynamics and Strength of the Detachable Module for Long Cargoes under Asymmetric Loading Diagrams." Applied Sciences 14, no. 8 (2024): 3211. http://dx.doi.org/10.3390/app14083211.

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This article highlights the structural features of the detachable module for the transportation of long cargoes. The choice of profiles for the detachable module was based on the resistance moments of its components. The detachable module was considered a rod structure on four supports. To determine the longitudinal loads acting on the detachable module, mathematical modeling of its longitudinal dynamics was carried out, provided they were placed on a flat car during a shunting impact. The accelerations obtained were used for the calculations of the detachable module. This article presents the

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Notkus, Algirdas J. "FORCES IN REINFORCED CONCRETE BRIDGE DECK SLABS/TILTŲ PERDANGŲ GELŽBETONINĖS PLOKŠTĖS ĮRĄŽOS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 2, no. 8 (1996): 52–59. http://dx.doi.org/10.3846/13921525.1996.10590172.

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A distinct difference between forces, especially bending moments, in slabs of slab-and-beam deck of reinforced concrete bridges, determined by the methods of analysis, applied in the former USSR and France, is pointed out in the article. The essence of calculation of forces in the slab due to bridge loads is presented. Deformations of deck as a spatial structure are resolved into local between beams and spatial characteristics for the whole deck. Local bending slab moments due to local deformations are calculated approximately using diagrams of a continuous and with built-in-end beam. It is sh

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Landa-Ruiz, Laura, René Croche, Griselda Santiago-Hurtado, et al. "Evaluation of the Influence of the Level of Corrosion of the Reinforcing Steel in the Moment-Curvature Diagrams of Rectangular Concrete Columns." European Journal of Engineering and Technology Research 6, no. 3 (2021): 139–45. http://dx.doi.org/10.24018/ejeng.2021.6.3.2423.

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In the present work, it is proposed to include in the theoretical curves of moment-curvature (m- ?) the effect of corrosion by obtaining the decrease in the area of longitudinal reinforcing steel. The corrosion depth will be obtained from the crack width and corrosion length observed in the cover concrete. With the depth of corrosion, the area of steel that is lost will be obtained and this modification will be incorporated into the theoretical procedure to elaborate the m- ? curves. The forces of the steel will be obtained from an elastoplastic model with curved hardening and the forces of th

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Dmytrenko, Yevhen, Ihor Yakovenko, and Oleg Fesenko. "Strength of eccentrically tensioned reinforced concrete structures with small eccentricities by normal sections." Scientific Review Engineering and Environmental Studies (SREES) 30, no. 3 (2021): 424–38. http://dx.doi.org/10.22630/pniks.2021.30.3.36.

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It is implemented the method of normal rectangular sections slab (shell) reinforced concrete elements strength calculating with flat eccentric tensile strength using the deformation m ethod. The results of the calculation are analyzed for the case of eccentric tension with small eccentricities with varying next parameters: the height of the cross section and the reinforcement coefficient. It is investigated the character of diagrams condition change of section “N – ?c(1)” at gradual change of the stress-strain state from eccentric to the central tension. It is revealed that when the eccentrici

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Dissertations / Theses on the topic "Diagrams longitudinal forces"

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Смірнов, Василь Анатолійович, Василий Анатольевич Смирнов, Vasyl Anatoliiovych Smirnov та О. О. Бочал. "Построение эпюр внутренних силовых факторов для консольного многоступенчатого бруса с различными видами ослаблений". Thesis, Издательство СумГУ, 2011. http://essuir.sumdu.edu.ua/handle/123456789/8461.

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Book chapters on the topic "Diagrams longitudinal forces"

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Doubrovsky M.P., Poizner M.B., and Meshcheriakov G.N. "Full-scale physical modeling of sheet piles pressed-in to hard soils." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-1467.

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There is a great interest for geotechnics to determine real parameters of the flexural stiffness of sheet piling walls made of U-profile piles and their drivability regarding piles interaction with soils including peculiarities of pressing into hard soils. Among main factors which influence on this one can mention soil friction in the interlocks and the transmission of longitudinal shear forces in the interlocks of the sheet piles. In reality soil-interlock interaction depends mainly on installation method and soil properties. Study of dependencies between applied forces and friction in the in

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Conference papers on the topic "Diagrams longitudinal forces"

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de Souza Junior, Jesse´ R., and Helio M. Morishita. "Dynamic Behaviour of a Turret FPSO in Single and Tandem Configurations in Realistic Sea Environments." In ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/omae2002-28134.

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A comprehensive analysis of the dynamics of ship-type Floating, Production, Storage and Offloading systems anchored through a turret system (Turret-FPSO) is presented. Firstly, the behavior of the FPSO unit alone is examined under the combined action of wind, current and waves. Wave forces are represented by second-order effects such as slow drift forces, as well as wave-current interaction corrections to mean drift forces, namely wave drift damping. The influence of the vessel’s draft and of the longitudinal position of the turret is also assessed. The study of the dynamics of the system is p

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Balakina, E. V. "FORMS OF x x   s – DIAGRAMS OF AN AUTOMOBILE TYRE." In BALTTRIB. Aleksandras Stulginskis University, 2017. http://dx.doi.org/10.15544/balttrib.2017.21.

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Vehicle stability, handling and braking properties significantly depends on the friction interaction between a tyre and the road surface. Index of the friction interaction is the coefficient of friction in different coordinates. The friction coefficient is generally calculated as a function of the coefficient of the longitudinal slip of the wheel x  f (sx ) . The lateral force significantly affects the coefficient of friction. In different cases the lateral force can occur either before or after occurrence of the braking moment on the wheel. The purpose of the study is to investigate the eff

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Zhang, Y. H., S. J. Maddox, and S. Manteghi. "Verification of Class B S-N Curve for Fatigue Design of Forged Steel Connectors." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54193.

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The fatigue design of forged steel connectors in steel catenary risers (SCRs) is commonly based on the BS 7608 Class B S-N curve, which was derived from longitudinal butt weld data. However, there is very little direct support for this. Therefore, its validity was checked by performing a fatigue test programme involving strip specimens extracted from actual forged J-lay connectors. The effects of stress ratio and surface roughness on fatigue strength were investigated. On the basis of these test results, together with available published data obtained from specimens or structural components th

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Cosham, Andrew, and Kenneth A. Macdonald. "ECAs, FE and Bi-Axial Loading: A Critique of DNV-OS-F101, Appendix A." In ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-41422.

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Controlled lateral buckling in offshore pipelines typically gives rise to the combination of internal over-pressure and high longitudinal strains (possibly exceeding 0.4 percent). Engineering critical assessments (ECAs) are commonly conducted during design to determine tolerable sizes for girth weld flaws. ECAs are primarily conducted in accordance with BS 7910, often supplemented by guidance given in DNV-OS-F101 and DNV-FP-F108. DNV-OS-F101 requires that finite element (FE) analysis is conducted when, in the presence of internal over-pressure, the nominal longitudinal strain exceeds 0.4 perce

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Kohandehghan, Alireza, Suborno Debnath, Kshama Roy, and Robert Wickie. "Fitness for Service Engineering Assessment of Exposed Pipeline Sections." In 2022 14th International Pipeline Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/ipc2022-87364.

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Abstract Onshore pipelines are usually designed and constructed for burial conditions. However, pipeline exposures can develop from environmental and geohazard conditions such as creek crossing, soil washout due to significant rainfall events, short-term flooding, etc. Engineering assessment of the exposed pipeline sections is a vital consideration to assess the fitness of the exposed pipeline sections for continued service. A fitness for service engineering assessment methodology that was successfully used for the assessment of an NPS 10 onshore natural gas pipeline exposure is presented here

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MORRIS, KYLE S., THOMAS A. CENDER, ERIK T. THOSTENSON, and SHRIDHAR YARLAGADDA. "METHODOLOGY FOR CHARACTERIZING THE FORMING LIMITS OF HIGHLY ALIGNED DISCONTINUOUS FIBER COMPOSITE LAMINATES." In Proceedings for the American Society for Composites-Thirty Eighth Technical Conference. Destech Publications, Inc., 2023. http://dx.doi.org/10.12783/asc38/36645.

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Highly aligned discontinuous fiber (ADF) composite laminates have demonstrated potential to stretch form biaxially to complex geometry while retaining aerospace grade properties. This work utilizes Tailored Universal Feedstock for Forming (TuFF) [1], an ADF format that uses 3mm IM7 fibers and PEKK 7002 thermoplastic resin converted to unidirectional prepreg and multiaxial blanks. To lay the groundwork for the forming process-structure-property relations, a novel methodology is developed for defining the forming limits of an ADF composite lamina by constructing a forming limit diagram (FLD). Th

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Abid, C., M. Medale, F. Koffi, F. Papini, and A. Benderradji. "Characterisation of Flow and Heat Transfer Regimes in Various Horizontal Ducts Submitted to Mixed Convection." In ASME 2006 2nd Joint U.S.-European Fluids Engineering Summer Meeting Collocated With the 14th International Conference on Nuclear Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/fedsm2006-98254.

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The emphasis of this communication is to make a synthesis of several results we have obtained in various mixed convection configurations. This study has been conducted for circular or rectangular ducts submitted to different ways of heating (vertical or horizontal thermal gradient in the rectangular case and combined vertical and horizontal in the circular case). The bibliography is rather poor for mixed convection in liquids, so the chosen working fluid used here is water. Moreover, a wide range of forced fluid flow and heat flux rates has been considered spreading from laminar to turbulent f

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Chakrabarti, Partha, Sanjay Joshi, Kaushik Bose, and Majid Al-Sharif. "Hull Strength Design of a Floating Production Unit Using Long Term Hydrodynamic Response." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-49106.

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Normal procedure for design of a ship shaped Floating Production Unit (FPU) is to use Rule Based approach recommended by the Classification Societies. In this approach the primary design strength quantities such as longitudinal and transverse wave induced bending moments, shear forces etc. are calculated based on formulae prescribed by the Classification Society Rules. In the Rules, these formulae have been validated for a class of ocean going vessels such as container ships or tankers, as the case may be, for open ocean conditions akin to the Northern Atlantic. Thus, actual hydrodynamic respo

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