Relevant bibliographies by topics / Load capacity

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Load capacity'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 March 2023

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Journal articles on the topic "Load capacity"

1

Höglund, Torsten. "Testing load capacity." Batiment International, Building Research and Practice 15, no. 1-6 (January 1987): 285–87. http://dx.doi.org/10.1080/09613218708726835.

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Schaumarov, Nigmat, and Rakhmatullo Pirmatov. "BEARING CAPACITY OF PRECOMPRESSED LOAD-BEARING ELEMENTS MADE OF HEAVY CONCRETE UNDER SINGLE DYNAMIC LOADS." European International Journal of Multidisciplinary Research and Management Studies 02, no. 07 (July 1, 2022): 1–8. http://dx.doi.org/10.55640/eijmrms-02-07-01.

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Segev, Reuven. "Load capacity of bodies." International Journal of Non-Linear Mechanics 42, no. 2 (March 2007): 250–57. http://dx.doi.org/10.1016/j.ijnonlinmec.2006.10.012.

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Salakhutdinov, Marat, and Kamil Khalilov. "Block-box structures load-bearing capacity under special loads." E3S Web of Conferences 274 (2021): 03012. http://dx.doi.org/10.1051/e3sconf/202127403012.

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Block-box structures today are widely used in construction. Their main features are mobility, lightness and the possibility of assembling block-boxes for any technological purpose. Block-boxes are used in the arrangement of oil and gas fields, settlements and cities where it is necessary to carry out construction in a short period of time or where there is no industrial infrastructure. When designing, it is often necessary to take into account special loads (earthquake or explosive), which significantly affect the applied structural solutions. In this paper, the load-bearing steel structures of block-boxes of various configurations and sizes under the influence of special types of loads are considered. Numerical research, analysis and improvement of structural solutions are carried out.
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Osman, Seifelnasr Mahmoud, Rolf Kumme, Hany Mohamed El-Hakeem, Frank Loeffler, Ebtisam Hsan Hasan, Ragaie Mohamed Rashad, and Fawzaia Hanem Kouta. "Multi-capacity load cell prototype." ACTA IMEKO 5, no. 3 (November 4, 2016): 64. http://dx.doi.org/10.21014/acta_imeko.v5i3.310.

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<p class="Abstract"><span>This article illustrates an advanced approach in force measurement standards. It gives a spot on the design, manufacturing and evaluation for a prototype of force transducer with multi-capacity. This prototype has three adjustable capacities (5kN, 10kN and 15kN) and works on compression mode. The introduced design offers a comparative load cell looking forward to replace three force transducers with the same capacities (5kN, 10kN and 15kN) which are commercially available. Experimental results reveal satisfactory agreements with that calculated with analytical method and results simulated using finite element techniques. The detailed metrological characteristics of this multi-capacity load cell will be published later.</span></p>
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Wrana, Bogumił. "Pile Load Capacity – Calculation Methods." Studia Geotechnica et Mechanica 37, no. 4 (December 1, 2015): 83–93. http://dx.doi.org/10.1515/sgem-2015-0048.

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Abstract The article is a review of the current problems of the foundation pile capacity calculations. The article considers the main principles of pile capacity calculations presented in Eurocode 7 and other methods with adequate explanations. Two main methods are presented: α – method used to calculate the short-term load capacity of piles in cohesive soils and β – method used to calculate the long-term load capacity of piles in both cohesive and cohesionless soils. Moreover, methods based on cone CPTu result are presented as well as the pile capacity problem based on static tests.
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Gylltoft, Kent, and Krystoffer Mroz. "Load-Carrying Capacity of Scaffolds." Structural Engineering International 5, no. 1 (February 1995): 37–42. http://dx.doi.org/10.2749/101686695780601619.

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Falach, Lior, and Reuven Segev. "Load capacity ratios for structures." Computer Methods in Applied Mechanics and Engineering 199, no. 1-4 (December 2009): 77–93. http://dx.doi.org/10.1016/j.cma.2009.09.024.

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Navrátil, Jaroslav, Michal Drahorád, and Petr Ševčík. "Assessment of Load-Bearing Capacity of Bridges." Solid State Phenomena 259 (May 2017): 113–18. http://dx.doi.org/10.4028/www.scientific.net/ssp.259.113.

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The paper aims to the determination of load-bearing capacity of reinforced/prestressed concrete bridges subjected to the combination of all components of internal forces according to Eurocode standards for assessment of existing structures. Undoubtedly bridge load rating is laborious hand-iterative process, especially when it comes to reinforced and/or prestressed concrete bridges. The engineer can spend days and weeks trials and errors in the estimation of bridge load-carrying capacity. The problem lies in the determination of load-bearing capacity of cross-section subjected to the combination of normal and shear forces, bending and torsional moments. Due to the different effects of permanent and variable loads and the non-linear behavior of structural materials, the problem becomes non-linear and its solution requires the use of suitable iterative method. Optimized iterative solution was implemented into IDEA StatiCa software and the results are presented in this paper.
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Tawfik, M. S., and T. D. O’Rourke. "Load-Carrying Capacity of Welded Slip Joints." Journal of Pressure Vessel Technology 107, no. 1 (February 1, 1985): 36–43. http://dx.doi.org/10.1115/1.3264401.

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Welded slip joints, which are used in many high-pressure water transmission pipelines, are vulnerable during earthquakes to axial compressive loads generated by ground movements. This paper analyzes two failure modes associated with: 1) yielding in the vicinity of welded connections, and 2) plastic flow in the curvilinear, belled ends of the joints. The analyses indicate that the axial load causing plastic deformation is from three to five times smaller than that causing yield in straight sections of pipe. Typical slip-joint dimensions are studied, and recommendations are made for improving the axial load-carrying capacity by 50 to 100 percent.
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Dissertations / Theses on the topic "Load capacity"

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Besar, Jusoh bin. "Load capacity of pile foundations : load test interpretation hypotheses." Thesis, Cardiff University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309047.

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Sahboun, Salahaddin. "V-band joint torsional load capacity." Thesis, University of Huddersfield, 2015. http://eprints.hud.ac.uk/id/eprint/28321/.

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This research thesis presents an analysis of the torsional loads on V-band clamps. In some applications, the relative rotational movement of the flanges connected by V-band clamps can result in catastrophic system failure. The ability to understand the factors impacting on torsional load capacity is therefore essential. In this research project, a theoretical model of a V-band joint subjected to torsional loads was developed. This model is used to identify those parameters that will impact on the joint’s reliability. An experimental investigation was conducted to validate a theoretical model using a newly developed test rig. The development and features of this test rig are presented in this report. This experimental investigation also allowed the impact of those parameters that are difficult to control, to be determined. A total of three V-bands were used with different diameters but nominally identical cross sections were studied. In the research results, the initial slip point between flanges and the V-band clamp was identified by experimentation within this research project. Different sizes of Vbands were used under boundary conditions and loads. From the simulation results it was determned that the friction effect on the V-band depends on the size of the V-band. For the largest size of V-band, there was moderate correlation of the experimental and theoretical results. For the smallest size, the results suggest that with band tightening, flange contact is localised, rather than being throughout the band’s entire circumference. The research demonstrated the significant relevance of the band and flanges’ contact points and the coefficient of friction, especially that between the flanges, on the V-band clamp’s theoretical torsional load capacity.
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Waja, Aadil Ahmed. "Load recorder." Thesis, Cape Technikon, 1987. http://hdl.handle.net/20.500.11838/1165.

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Thesis (Masters Diploma (Electrical Engineering)) --Cape Technikon, Cape Town, 1987
This thesis describes the development of a computerized Load Recorder. The load recorder is used by the Cape Town City Council to assist in the tariff investigation of electricity consumers. This investigation assists the consumers in selecting the best cost effective electricity tariff. It also motivates the consumers to maintain a constant load which in turn assists the Council in supplying the required electricity. The load recorder replaces a manual and time consuming method used in conducting the tariff investigation. The development of the load recorder involved the design of hardware and software. It was designed in a compact enclosure to hook up to the electricity meters of the consumer for a period of 7 days. The software was designed in the 6805 assembly language to log data and record the electricity load every 15 or 30 minutes for this period. At the end of this period the data is downloaded into the HP85 personal computer. A basic program was designed for the HP85 to analyse and compute the downloaded data. A graphical representation and analysis is printed by the HP85 computer. The given graph of the results represents the electricity used for this period. The tariff rates are analysed and calculated to determine the best cost effective tariff. A CMOS micro computer intergrated circuit was chosen due to the determined specification of the load recorder. In order to make the development of the load recorder possible an aid (tool) had to be designed and built for the chosen microprocessor. This development aid, the emulator, is included as part of this thesis. The Motorola exorciser only supported a cross assembler for the chosen microprocessor family. The emulator was designed and built to enable testing and debugging on the Exorciser. The development on the emulator involved a detailed analysis of the Exorciser development system. The emulator was designed using hardware and software. The hardware emulator board was designed as a standard Motorola size card which plugs into the Exorciser. The software was designed for the 6809 exorciser and for the 6805 emulator. The emulator was soak tested and debugged during the development of the load recorder. The emulator opened further avenues for future microcomputer design projects especially where a confined area and compactness is an important factor. The design and development of the emulator and the load recorder was conducted in the Computer Section of the City Electrical Engineer's Department of Cape Town.
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Erdal, Ferhat. "Ultimate Load Capacity Of Optimally Designed Cellular Beams." Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613007/index.pdf.

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Cellular beams became increasingly popular as an efficient structural form in steel construction since their introduction. Their sophisticated design and profiling process provides greater flexibility in beam proportioning for strength, depth, size and location of circular holes. The purpose of manufacturing these beams is to increase overall beam depth, the moment of inertia and section modulus, which results in greater strength and rigidity. Cellular beams are used as primary or secondary floor beams in order to achieve long spans and service integration. They are also used as roof beams beyond the range of portal-frame construction, and are the perfect solution for curved roof applications, combining weight savings with a low-cost manufacturing process. The purpose of the current research is to study optimum design, ultimate load capacity under applied load and finite element analysis of non-composite cellular beams. The first part of the research program focuses on the optimum design of steel cellular beams using one of the stochastic search methods called &ldquo
harmony search algorithm&rdquo
. The minimum weight is taken as the design objective while the design constraints are implemented from the Steel Construction Institute. Design constraints include the displacement limitations, overall beam flexural capacity, beam shear capacity, overall beam buckling strength, web post flexure and buckling, vierendeel bending of upper and lower tees and local buckling of compression flange. The design methods adopted in this publication are consistent with BS5950. In the second part of the research, which is the experimental work, twelve non-composite cellular beams are tested to determine the ultimate load carrying capacities of these beams under using a hydraulic plug to apply point load. The tested cellular beam specimens have been designed by using harmony search algorithm. Finally, finite element analysis program is used to perform elastic buckling analysis and predict critical loads of all steel cellular beams. Finite element analysis results are then compared with experimental test results for each tested cellular beam.
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Supachawarote, Chairat. "Inclined load capacity of suction caisson in clay." University of Western Australia. School of Civil and Resource Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0188.

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This thesis investigates the capacity and failure mode of suction caissons under inclined loading. Parametric finite element analyses have been carried out to investigate the effects of caisson geometry, loading angle, padeye depth (i.e. load attachment point), soil profile and caisson-soil interface condition. Displacement-controlled analyses were carried out to determine the ultimate limit state of the suction caissons under inclined load and the results presented as interaction diagrams in VH load space. VH failure interaction diagrams are presented for both cases where the caisson-soil interface is fully-bonded and where a crack is allowed to form along the side of the caisson. An elliptical equation is fitted to the normalised VH failure interaction diagram to describe the general trend in the case where the caisson-soil interface is fully-bonded. Parametric study reveals that the failure envelope in the fully-bonded case could be scaled down (contracted failure envelope) to represent the holding capacity when a crack is allowed to form. A stronger effect of crack on the capacity was observed in the lightly overconsolidated soil, compared to the normally consolidated soil. The sensitivity of caisson capacity to the changes in load attachment position or loading angle was quantified based on the load-controlled analyses. It was found that, for caisson length to diameter ratios of up to 5, the optimal centreline loading depth (i.e. where the caisson translates with no rotation) is in the range 0.65L to 0.7L in normally consolidated soil, but becomes shallower for the lightly overconsolidated soil profile where the shear strength profile is more uniform. The reduction of holding capacity when the padeye position is shifted from the optimal location was also quantified for normally consolidated and lightly overconsolidated soil profiles at loading angle of 30 [degrees]. Upper bound analyses were carried out to augment the finite element study. Comparison of holding capacity and accompanying failure mechanisms obtained from the finite element and upper bound methods are made. It was found that the upper bound generally overpredicted the inclined load capacity obtained from the finite element analyses especially for the shorter caisson considered in this study. A correction factor is introduced to adjust the upper bound results for the optimal condition. Comparisons of non-optimal capacity were also made and showed that the agreement between the upper bound and finite element analyses are sensitive to the change in the centreline loading depth when the caisson-soil interface is fully bonded, but less so when a crack forms.
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ALVES, JOABSON LIMA. "NUMERICAL EVALUATION OF LOAD CAPACITY OF CORRODED PIPES." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2002. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2761@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
Dutos são sistemas amplamente utilizados para o transporte de óleo e gás. Desta forma, é importante que o mesmo opere com eficiência e segurança. Com o passar do tempo os dutos podem sofrer danos que podem causar prejuízos à sua integridade estrutural e, consequentemente, prejuízo financeiro às indústrias que os operam. Uma das formas mais comuns de danos presentes nos dutos é a corrosão. Esta pode comprometer a sua capacidade de carga. Com isto, a determinação da resistência remanescente de dutos corroídos tornou-se objeto de estudo de vários pesquisadores em todo o mundo. Métodos empíricos utilizados para esta determinação foram desenvolvidos e estão disponíveis na literatura, e muitos deles são aplicáveis apenas em dutos submetidos à pressão interna. Entretanto estes métodos se mostram, em geral, bastante conservadores nesta determinação. Assim, métodos alternativos têm sido desenvolvidos baseados no método dos elementos finitos. Este trabalho tem como objetivo avaliar a capacidade de carga de dutos corroídos submetidos a carregamentos combinados que tentam simular os que ocorrem no campo. Estes carregamentos são: pressão interna, momento fletor e cargas axiais. Carregamentos axiais são provenientes da variação de temperatura e do efeito Poisson existente nas extremidades dos dutos devido à pressão interna. Neste trabalho realizou-se a modelagem de dutos submetidos à carregamentos combinados, onde se tentou reproduzir ao máximo as condições de ensaio. Tomou-se como base ensaios experimentais e numéricos encontrados na literatura. Aspectos globais sobre a modelagem são detalhados. A modelagem dos exemplos aqui apresentados foi desenvolvida no programa comercial ABAQUS Versão 6.1.
Pipelines are widely employed systems by the transport of oil and gas. Due to its great extensions and to economic and environmental reasons it is important to assure safe and efficient operation of the pipelines. After some time of operation the pipes can present damage that can affect its structural integrity, and require for repair and even operation interruption with consequently financial losses for the pipeline operating industries.One of the most commonly registered defects by pipes is corrosion. The determination of the residual load capacity of corroded pipes is object of study of many researchers all over the world. With this effort empirical methods were developed and are widely employed. Most of these methods are however applicable to pressure loaded pipes, and do not take into account more complex combined loading. Additionally highly conservative results are obtained by these methods. Alternative methods have been developed based on the finite element method.The objective of this work is to evaluate the load capacity of corroded pipes subjected to combined loading, which simulates the loads in field. These include internal pressure, bending due to soil settlement and axial load representing thermal effects. In this work the pipe model was developed in order to reproduce the experimental end field conditions. Global aspects of pipe modeling are discussed. Experimental test results and numerical analysis present in the literature are taken for comparison.The examples were analyzed with the commercial finite element code ABAQUS version 6.1.
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Berzell, Carl. "Load capacity of grouted rock bolts in concrete dams." Thesis, KTH, Betongbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147180.

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The purpose of this thesis is to evaluate the contribution of grouted rock bolts on the stability of concrete dams. The load capacity of the grouted rock bolts are assessed considering eventual deteriorating processes. An additional objective was to compare the resulting load capacity with the prevailing regulations in RIDAS (the power companies’ guidelines on dam safety) and possibly suggest new guideline values. The literature study consists of two parts; concrete dams and grouted rock bolts. In the first part concrete dams are discussed and especially the inherent forces and aspects when controlling their stability. The second part treats grouted rock bolts and the theoretical focus is on their function and possible failure modes as well as on the degrading processes (primarily corrosion) that are affecting the rock bolts.  Subsequently, the theory was applied on the Swedish concrete buttress dam Storfinnforsen, which is the largest concrete dam in Sweden. The dam was selected for this study mainly because its shape is archetypical for buttress dams. In addition, a digitalized model of the dam was obtainable from previous research projects.  A numerical analysis with the finite element analysis software ABAQUS was performed in order to evaluate the stability of the dam and to support the analytical analysis. The load capacity of the grouted rock bolts was analytically evaluated with consideration to eventual degradation. Assuming a corrosion rate of 60 μm/year, the grouted rock bolts in Storfinnforsen could after 100 years be trusted with a load capacity of approximately 180 MPa. That load capacity is due to shear failure, which constitutes the most plausible failure mode for rock bolts in buttress dams. The value 180 MPa is to be seen in contrast to the current limitation of 140 MPa that is defined in RIDAS (2011). The conclusion of this thesis is accordingly, that the maximum allowed load capacity that can be assigned the grouted rock bolts in the stability calculations of concrete dams can be increased from todays 140 MPa. This conclusion is substantiated by the analytical analyses with the numerical calculations as support.
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Hsiaw, Jennifer S. (Jennifer Sing-Yee). "Seismic load-resisting capacity of plastered straw bale walls." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/60773.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2010.
Cataloged from PDF version of thesis.
Includes bibliographical references (p. 57-58).
Straw bales have been incorporated into buildings for centuries, but only recently have they been explored in academic settings for their structural potential. Straw bale building is encountering a growing audience due to its social and economic benefits. Plastered and reinforced straw bale wall assemblies have been found comparable to wood frame construction in resisting vertical and lateral loads. A number of straw bale residences have been constructed in the highly seismic state of California, while recent efforts have expanded its presence to quake-prone areas in developing countries like Pakistan and China. As this is a burgeoning arena of research, only empirical tests have been conducted. This thesis introduces a computer simulation of a wall assembly under lateral loading, using two techniques: a multi-layer shell element and an equivalent compression strut frame in SAP2000. The models assume homogeneity, and based on the results, areas for improvement and further research are suggested.
by Jennifer S. Hsiaw.
M.Eng.
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Savchenko, L., O. Ursulian, Л. Савченко, and О. Урсулян. "The impact of vehicles load capacity on road infrastructure." Thesis, National Aviation University, 2022. https://er.nau.edu.ua/handle/NAU/54828.

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Quality of transport infrastructure determines the quality of the provision of services for the transportation of goods and passengers. The infrastructure sector is a guarantee of efficiency, mobility and uninterrupted economic activity. However, the high quality of the transport infrastructure implies significant and long-term investments. Moreover, dependence of load capacity and infrastructure cost per mile is exponential, which proves the detrimental effect of large vehicles, especially overloaded ones, on the roadway and infrastructure facilities. Visually, this can be observed in the form of rutting, which leads to a significant decrease in the speed of transportation, and also increases the accident rate of the road and shortens its service life before major repairs.
Якість транспортної інфраструктури визначає якість надання послуг з перевезення вантажів і пасажирів. Сектор інфраструктури є запорукою ефективності, мобільності та безперебійної економічної діяльності. Однак висока якість транспортної інфраструктури передбачає значні та довгострокові інвестиції. Крім того, залежність вантажопідйомності та вартості інфраструктури на милю має експоненційний характер, що свідчить про згубний вплив великогабаритних транспортних засобів, особливо перевантажених, на проїжджу частину та об’єкти інфраструктури.
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To, Albert C. (Albert Chi Fu) 1975. "Lateral load capacity of drilled shafts in jointed rock." Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/40018.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1999.
Includes bibliographical references (p. 263).
Large vertical (axial) and lateral loads often act on the heads of drilled shafts in jointed rock. In current design practice, the p-y curve method used in design of laterally loaded drilled shafts in soil is adopted in the design of such shafts in jointed rock. The p-y curve method treats the soil as a continuum. The continuum model is not applicable to jointed rock, in which the joints form blocks. A new discontinuum model was developed in this thesis to determine the lateral load capacity of drilled shafts in a jointed rock mass with two and three joint sets. It contains two parts: a kinematic and a kinetic analysis. In the kinematic analysis, the removability theorem of a convex block is expanded to analyze the removability of a block intersecting a pile and the removability of a combination of blocks. Based on these removability theorems, a method was developed to select removable combinations of blocks using easily constructed 2-dimensional figures only. In kinetics, each selected removable combination of blocks is analyzed with the limit equilibrium approach to determine the ultimate lateral load capacity. Although the analysis is similar to slope stability analysis, it is more complicated with the addition of a lateral force exerted by the pile and the vertical pile load exerted on the wedge. The analysis also considers the weight of the wedge, the shearing resistance along the joints, and the vertical pile load exerted on the wedge. Simple analytical relations were developed to solve for the ultimate lateral load capacity.
by Albert C. To.
S.M.
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Books on the topic "Load capacity"

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Harris, Chris. Peak Load and Capacity Pricing. New York: Palgrave Macmillan US, 2015. http://dx.doi.org/10.1057/9781137370921.

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Moses, Fred. Load capacity evaluation of existing bridges. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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Beal, David B. Load capacity of jack arch bridges. Albany, N.Y: New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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Georgia. Department of Transportation. Evaluation of bridge load-bearing capacity estimation technology. [Georgia: Dept. of Transportation, 2008.

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Klonowicz, Tatiana. Reactivity experience and capacity: Experiments with stimulation load. [Warsaw]: Wydawnictwa Uniwersytetu Warszawskiego, 1987.

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Gjelsvik, K. E. The ultimate load capacity of steel jacket platforms. Manchester: UMIST, 1996.

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W, Wah Benjamin, ed. Load balancing: An automated learning approach. River Edge, NJ: World Scientific Pub., 1995.

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W, Goodpasture D., ed. Correlation of bridge load capacity estimates with test data. Washington, D.C: Transportation Research Board, National Research Council, 1988.

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Varagiannis, Arion K. Capacity assigment using load sharing in mobile cellular systems. Ottawa: National Library of Canada, 1996.

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Paikowsky, Samuel G. Extrapolation of pile capacity from non-failed load tests. McLean, Va: Turner-Fairbank Highway Research Center, 1999.

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Book chapters on the topic "Load capacity"

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Weik, Martin H. "load capacity." In Computer Science and Communications Dictionary, 911. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_10420.

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Harris, Chris. "Capacity Mechanisms." In Peak Load and Capacity Pricing, 183–99. New York: Palgrave Macmillan US, 2015. http://dx.doi.org/10.1057/9781137370921_6.

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Harris, Chris. "Modeling Capacity Using Derivatives." In Peak Load and Capacity Pricing, 141–81. New York: Palgrave Macmillan US, 2015. http://dx.doi.org/10.1057/9781137370921_5.

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Harris, Chris. "Relaxing the Hard Capacity Constraint." In Peak Load and Capacity Pricing, 123–40. New York: Palgrave Macmillan US, 2015. http://dx.doi.org/10.1057/9781137370921_4.

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Miltenović, Vojislav, Milan Banić, and Aleksandar Miltenović. "Load Capacity of Worm Gears." In Power Transmissions, 141–53. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6558-0_9.

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Wiegerink, Remco J., Robert A. F. Zwijze, Gijs J. M. Krijnen, and Miko C. Elwenspoek. "High Capacity Silicon Load Cells." In Sensor Technology 2001, 71–76. Dordrecht: Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-010-0840-2_13.

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Klingelnberg, Jan. "Load Capacity and Efficiency Wirkungsgrad." In Bevel Gear, 101–95. Berlin, Heidelberg: Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-662-43893-0_4.

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Linke, Heinz, Jörg Börner, and Ralf Heß. "Load Capacity – Introduction, Initial Values." In Cylindrical Gears, 155–76. München: Carl Hanser Verlag GmbH & Co. KG, 2016. http://dx.doi.org/10.3139/9781569904909.005.

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Wiendahl, Hans-Peter. "Schedule-Oriented Capacity Planning and Control." In Load-Oriented Manufacturing Control, 263–77. Berlin, Heidelberg: Springer Berlin Heidelberg, 1995. http://dx.doi.org/10.1007/978-3-642-57743-7_7.

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Harris, Chris. "Introduction." In Peak Load and Capacity Pricing, 1–3. New York: Palgrave Macmillan US, 2015. http://dx.doi.org/10.1057/9781137370921_1.

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Conference papers on the topic "Load capacity"

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Gao, Wenju, Mingqian Wang, Wei Tian, Qiuyan Tian, and Zhe Li. "Load balancing strategy based on network load capacity." In Fifth International Conference on Digital Image Processing, edited by Yulin Wang and Xie Yi. SPIE, 2013. http://dx.doi.org/10.1117/12.2030950.

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Razmkhah, Ali, and Akbar Ghaffarpour Rahbar. "Traffic load heterogeneity in WDM EPONs." In 2011 High Capacity Optical Networks and Enabling Technologies (HONET). IEEE, 2011. http://dx.doi.org/10.1109/honet.2011.6149789.

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Ho¨hn, Bernd-Robert, Peter Oster, and Gregor Steinberger. "Pitting Load Capacity of Helical Gears." In ASME 2007 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/detc2007-34560.

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In experimental analyzes the pitting load capacity of case carburized spur and helical gears is determined in back-to-back test rigs. The research program with one type of spur and 8 types of helical gears includes tests for the determination of influences of varying load distribution, overlap ratio and transmission ratio. The test results are presented and evaluated on the basis of the pitting load capacity calculation methods of ISO 6336-2/DIN 3990, part 2. A new DIN/ISO compatible calculation method for pitting load capacity is presented. This new calculation method comprehends helical gears more adequate than ISO 6336-2 / DIN 3990, part 2 and has the possibility to consider tooth flank modifications. The new calculation method is applied on test results and gears of a calculation study. It shows better accordance with the experimental test results than the present ISO 6336-2 / DIN 3990, part 2.
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Littlechild, Brian D., Stephen J. Hill, Glen D. Plumbridge, and Soon C. Lee. "Load Capacity of Foundations on Rock." In Geo-Denver 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40511(288)11.

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M. D, Larisch, Williams D. J, and Slatter J. W. "Load Capacity of Auger Displacement Piles." In International Conference on Ground Improvement & Ground Control. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-3559-3_02-0216.

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Koide, Takao, Koji Tsubokura, Satoshi Oda, and Chiaki Namba. "Load Bearing Capacity of Super-Carburized Gears." In ASME 2003 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/detc2003/ptg-48016.

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This paper describes a study on the load bearing capacity of super-carburized gears. Test gears and rollers of MAC14 and SCM415 steels were super or eutectoid-carburized under different carburizing conditions. The impact and bending fatigue tests for test gears and the contact fatigue test for test rollers were carried out. The effects of case depths on the impact and bending fatigue strengths of gears and the surface durability of rollers were determined. The impact breaking limit energy of super-carburized gears was found to be larger by about 15% than that of eutectoid-carburized gears irrespective of case depth. The bending fatigue strength of the super-carburized gear was found to be almost equal to that of the eutectoid-carburized gear. The surface durability of the super-carburized roller becomes larger with an increase of case depth and is larger than that of eutectoid-carburized rollers in the case of larger case depth. The surface failure modes for super and eutectoid-carburized rollers were spalling. The load bearing capacity of super and eutectoid-carburized gears was found to become larger by shot-peening.
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Galbraith, D. N., and T. Hodgson. "Beryl Alpha: Increase in Deck-Load Capacity." In Offshore Europe. Society of Petroleum Engineers, 1991. http://dx.doi.org/10.2118/23123-ms.

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Osman, Seif M., Ebtisam H. Hasan, H. M. El-Hakeem, R. M. Rashad, and F. Kouta. "Conceptual design of multi-capacity load cell." In 16th International Congress of Metrology, edited by J. R. Filtz, B. Larquier, P. Claudel, and J. O. Favreau. Les Ulis, France: EDP Sciences, 2013. http://dx.doi.org/10.1051/metrology/201303002.

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Curtis, A. R., and A. Lopez-Ortiz. "Capacity Provisioning a Valiant Load-Balanced Network." In 2009 Proceedings IEEE INFOCOM. IEEE, 2009. http://dx.doi.org/10.1109/infcom.2009.5062276.

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Gravelle, Evan, and Sonia Martinez. "Quantized distributed load balancing with capacity constraints." In 2014 IEEE 53rd Annual Conference on Decision and Control (CDC). IEEE, 2014. http://dx.doi.org/10.1109/cdc.2014.7039989.

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Reports on the topic "Load capacity"

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Darrag, Ahmad. Pile Capacity Predictions Using Static and Dynamic Load Testing. West Lafayette, IN: Purdue University, 1987. http://dx.doi.org/10.5703/1288284314122.

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Boston, Terry. DOE Workshop. Load Participation in Capacity and Ancillary Services Market. Office of Scientific and Technical Information (OSTI), October 2011. http://dx.doi.org/10.2172/1219535.

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Michaelis, K., and H. Winter. Development of a High Temperature FZG-Ryder Gear Lubricant Load Capacity Machine. Fort Belvoir, VA: Defense Technical Information Center, May 1989. http://dx.doi.org/10.21236/ada210799.

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Salgado, Rodrigo. Use of Pile Driving Analysis for Assessment of Axial Load Capacity of Piles. Purdue University, December 2012. http://dx.doi.org/10.5703/1288284314671.

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Bryant, E. Lead expansion anchor load capacity in reactor buildings at the Savannah River Site. Office of Scientific and Technical Information (OSTI), August 1989. http://dx.doi.org/10.2172/5446598.

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Kusiak, Chris, Mark D. Bowman, and Arun Prakash. Legal and Permit Loads Evaluation for Indiana Bridges. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317267.

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According to federal law, routine commercial vehicles must adhere to certain limits on their load configuration in order to operate legally on interstate highways. However, states may allow for heavier or different load configurations provided that bridges on the state and county highway system are load rated and, if necessary, posted with vehicles that appropriately represent these loads. The state of Indiana allows several classes of vehicles to operate with loads that exceed federal limits, and, presently, several LFD design loads are used to represent these exceptions as state legal loads. This study evaluates the MBE rating loads for their ability to encompass Indiana’s exception vehicles and recommends a set of state rating loads which can replace the current state legal loads and, combined with the MBE rating loads, satisfactorily encompass the load effects due to these exceptions. Comparing moment and shear envelopes on a representative set of bridges, the MBE rating vehicles were found to be insufficient for representing Indiana’s exception vehicles. Three new rating loads are proposed which encompass the exception vehicles efficiently and represent realistic legal loads. Conversely, acceptable HS-20 rating factors are also provided as an alternative to the adoption of these new vehicles. These rating factors, all 1.0 or greater, can ensure a similar level of safety by requiring a specific amount of excess capacity for the HS-20 design load.
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Han, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells, and Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.

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The Sagamore Parkway Bridge consists of twin parallel bridges over the Wabash River in Lafayette, IN. The old steel-truss eastbound bridge was demolished in November 2016 and replaced by a new seven-span concrete bridge. The new bridge consists of two end-bents (bent 1 and bent 8) and six interior piers (pier 2 to pier 7) that are founded on closed-ended and open-ended driven pipe piles, respectively. During bridge construction, one of the bridge piers (pier 7) and its foundation elements were selected for instrumentation for monitoring the long-term response of the bridge to dead and live loads. The main goals of the project were (1) to compare the design bridge loads (dead and live loads) with the actual measured loads and (2) to study the transfer of the superstructure loads to the foundation and the load distribution among the piles in the group. This report presents in detail the site investigation data, the instrumentation schemes used for load and settlement measurements, and the response of the bridge pier and its foundation to dead and live loads at different stages during and after bridge construction. The measurement results include the load-settlement curves of the bridge pier and the piles supporting it, the load transferred from the bridge pier to its foundation, the bearing capacity of the pile cap, the load eccentricity, and the distribution of loads within the pier’s cross section and among the individual piles in the group. The measured dead and live loads are compared with those estimated in bridge design.
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Martin, Eric, Chuck Withers, Janet McIlvaine, Dave Chasar, and David Beal. Evaluating Moisture Control of Variable-Capacity Heat Pumps in Mechanically Ventilated, Low-Load Homes in Climate Zone 2A. Office of Scientific and Technical Information (OSTI), February 2018. http://dx.doi.org/10.2172/1421385.

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Martin, Eric, Chuck Withers, Janet McIlvaine, Dave Chasar, and David Beal. Evaluating Moisture Control of Variable-Capacity Heat Pumps in Mechanically Ventilated, Low-Load Homes in Climate Zone 2A. Office of Scientific and Technical Information (OSTI), February 2018. http://dx.doi.org/10.2172/1430814.

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Davis, Steve. Electrical Load and Power Source Capacity Report for the C-130 Aircraft Microwave Landing System (MLS) SLIASC Model 6216. Fort Belvoir, VA: Defense Technical Information Center, January 1988. http://dx.doi.org/10.21236/ada196721.

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