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Статті в журналах з теми "Cyclic tests, push-over tests"

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Nezamian, Abolghasem, Riadh Al-Mahaidi, and Paul Grundy. "Bond strength of concrete plugs embedded in tubular steel piles under cyclic loading." Canadian Journal of Civil Engineering 33, no. 2 (2006): 111–25. http://dx.doi.org/10.1139/l05-091.

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Investigation of the load transfer of concrete plugs to tubular steel piles subjected to tension and compression and cyclic loading has been conducted at Monash University over the past 3 years. The work presented in this paper reports on the results of the combination of pull-out, push-out, and cyclic loading tests carried out on 15 steel tube specimens filled partially with reinforced concrete with variable lengths of embedment. The pull-out force was applied through steel reinforcing bars embedded in the concrete plug, and push-out forces were applied through a thick top circular plate on t
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2

Lin, S. S., C. H. Lai, C. H. Chen, and T. S. Ueng. "Derivation of Cyclic p-y Curves From Instrumented Dynamic Lateral Load Tests." Journal of Mechanics 26, no. 2 (2010): 123–33. http://dx.doi.org/10.1017/s1727719100002987.

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AbstractIn this paper, an efficient method is proposed to derive cyclic p-y curves from either push-over or shaking table test results. The Fourier series function, satisfying the boundary conditions of a pile, is used to represent deflection behavior of the pile-soil system at each instant of time during loading interval. In order to obtain soil reaction along the pile shaft, convergence of the series after differentiation is guaranteed by applying the Cesaro sum technique. Results of four push-over tests and two other shaking table test results, conducted at the National Center for Research
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3

Tokimasa, Katsuyuki. "Life Estimation of SUS304 Steel Subjected to Nonproportionally Combined Push-Pull and Cyclic Torsion at 973K." Key Engineering Materials 345-346 (August 2007): 323–26. http://dx.doi.org/10.4028/www.scientific.net/kem.345-346.323.

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The present paper summarizes the fully reversed strain-controlled creep-fatigue tests conducted on thin-walled tubular specimens of SUS304 austenitic stainless steel at 973K in air under push-pull, cyclic torsion, in-phase straining and 90deg out-of-phase straining of push-pull and cyclic torsion. It is shown that, as the results of analysis of the experimental data by the strain-range partitioning methodand the critical plane model parameter, a new inelastic-strain based parameter was proposed for life estimation of SUS304 subject to nonproportionally combined push-pull and cyclic torsion by
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4

Nikitin, A. D., V. Yu Pavlov, and M. S. Egorova. "Cyclic Fatigue Tests of Metals over Extreme Durations." Russian Engineering Research 45, no. 1 (2025): 110–14. https://doi.org/10.3103/s1068798x24703350.

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5

Vaško, A. "Fatigue Properties of Nodular Cast Iron at Low Frequency Cyclic Loading." Archives of Metallurgy and Materials 62, no. 4 (2017): 2205–10. http://dx.doi.org/10.1515/amm-2017-0325.

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Abstract Three melts of ferrite-pearlitic nodular cast iron with different charge composition were used for fatigue tests. Wöhler fatigue curves and fatigue strength were obtained, and microstructure and fracture surfaces were investigated. The aim of the paper is to determine the influence of charge composition on microstructure, mechanical and fatigue properties of synthetic nodular cast irons and their micromechanisms of failure. Fatigue tests were realised at low frequency sinusoidal cyclic push-pull loading (stress ratio R = −1) at ambient temperature (T = 20 ±5°C). They were carried out
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6

Fan, Jian Sheng, and Wen Liu. "Tests on Shear Studs Using Profiled Steel Sheeting Subjected to Cyclic Loading." Applied Mechanics and Materials 578-579 (July 2014): 196–200. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.196.

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Push-out tests were conducted to study the performance of shear studs in composite beams with profiled sheeting. All stud specimens were through-deck welded on steel beams. Three variables, i.e. the presence of profiled sheeting, the direction of the steel sheeting and the loading patterns were studied. Comparison between test results and predictions according to design specifications were also proposed. The research shows that, direction of the profiled steel sheeting has little influence on the ultimate load with shank shearing failure; shear failure of concrete rib decreases the shear stren
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7

Itoh, Takamoto, Fumio Ogawa, and Takahiro Morishita. "Fatigue Testing and Evaluation of Fatigue Strength under Multiaxial Stress State; Why do we need fatigue testing?" MATEC Web of Conferences 159 (2018): 01050. http://dx.doi.org/10.1051/matecconf/201815901050.

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Types of multiaxial fatigue tests and their experimental results are presented in this paper. There are typical three types in multiaxial fatigue tests: the combining push-pull and reversed torsion loading test using hollow cylinder specimen, the biaxial tension-compression test using cruciform specimen and the inner pressure applied the push-pull loading test using the hollow cylinder specimen. In the combining a push-pull loading and a reversed torsion loading test, failure life under non-proportional loading in which principal directions of stress and strain were changed in a cycle was shor
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8

Valente, Marco. "Steel-Concrete Bond Deterioration under Repeated Loading for Different Confinement Levels." Applied Mechanics and Materials 217-219 (November 2012): 188–91. http://dx.doi.org/10.4028/www.scientific.net/amm.217-219.188.

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This paper presents the results of experimental tests and numerical analyses concerning the influence of repeated cyclic loading and reinforcement confinement on bond between steel rebar and concrete. Experimental tests of push-pull type were carried out at the Politecnico di Milano on concrete specimens provided with a steel cage of longitudinal bars and stirrups, and reinforced with a single steel rebar. The experimental tests were conducted under monotonic and repeated loading history. Bond strength degradation was observed due to repeated cyclic loading. Detailed three-dimensional finite e
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9

Saito, Shunsuke, Fumio Ogawa, and Takamoto Itoh. "Fatigue Life Properties of Stainless Steels in Wide Ranged Biaxial Stress State." Key Engineering Materials 795 (March 2019): 60–65. http://dx.doi.org/10.4028/www.scientific.net/kem.795.60.

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Анотація:
Multiaxial fatigue tests consisting of push-pull loading and cyclic inner pressure were carried out using hollow cylinder specimens of type 430 stainless and type 316 stainless steels at room temperature. 7 types of cyclic loading paths were employed by combining axial and hoop stresses: a Pull, an Inner-pressure, a Push-pull, an Equi-biaxial, a Square-shape, a LT-shape and a LC-shape. Fatigue lives vary depending on the loading path when those were evaluated by the maximum Mises’ equivalent stress on inner surface of the specimen. The fatigue lives of both the steels showed a similar tendency
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Noster, Ulf, and Berthold Scholtes. "Isothermal strain-controlled quasi-static and cyclic deformation behavior of magnesium wrought alloy AZ31." International Journal of Materials Research 94, no. 5 (2003): 559–63. http://dx.doi.org/10.1515/ijmr-2003-0098.

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Abstract The low-cycle and high-cycle fatigue behavior of the Mg-base wrought alloy AZ31 is investigated in the temperature range 20– 300 °C using total-strain-controlled push – pull tests. It is shown that the mechanical properties of the material are substantially influenced by the direction dependent formation of deformation twins and resulting deformation asymmetry. As a consequence tensile mean stresses develop during total-strain-controlled fatigue tests without mean strain.
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Дисертації з теми "Cyclic tests, push-over tests"

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Bernardi, Martina. "Industrial steel storage racks subjected to static and seismic actions: an experimental and numerical study." Doctoral thesis, Università degli studi di Trento, 2021. http://hdl.handle.net/11572/322402.

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Industrial steel storage racks are pre-engineered lightweight structures commonly used to store goods from supermarkets to big warehouses. These systems are framed structures, usually made of cold-formed steel profiles and characterised by non-standard details. Their performance is quite complex and the prediction of their global response is more difficult than for the traditional steel frames. This difficulty is due to the racks’ main features: the use of cold-formed thin-walled steel sections which are sensitive to different buckling modes, the presence of regular perforation patterns on the
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Eschenbach, Wolfram. "Determination of the denitrification capacity of unconsolidated rock aquifers using 15N tracer experiments at groundwater monitoring wells - development of a new method to assess actual and future denitrification in aquifers." Doctoral thesis, 2014. http://hdl.handle.net/11858/00-1735-0000-0023-994C-3.

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Sousa, Francisco Martins Prata Fonseca. "Whole-brain mapping of cerebrospinal fluid velocity and displacement over the cardiac cycle using phase contrast MRI and optimization of a DENSE sequence." Master's thesis, 2021. http://hdl.handle.net/10451/48167.

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Tese de mestrado integrado em Engenharia Biomédica e Biofísica (Sinais e Imagens Médicas), Universidade de Lisboa, Faculdade de Ciências, 2021<br>O líquido cefalorraquidiano (LCR) tem um papel essencial na drenagem dos resíduos resultantes do metabolismo cerebral e o constante movimento a que este fluido está sujeito é vital para manter a homeostasia do cérebro. Com feito, alterações neste movimento, geralmente associadas com o envelhecimento ou com doença, levam a perturbações fisiológicas, como a doença de Alzheimer ou a hidrocefalia. Por esta razão, é fundamental consolidar e aprofundar o c
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Книги з теми "Cyclic tests, push-over tests"

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Cox, Peter, and Till Koglin, eds. The Politics of Cycling Infrastructure. Policy Press, 2020. http://dx.doi.org/10.1332/policypress/9781447345152.001.0001.

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Academic texts on cycling research are expanding rapidly. A dominant theme among these is the use of infrastructure measures to assist promotion of cycling as part of a movement towards sustainable mobility. Physical infrastructure is currently posited as the primary key to unlock cycling’s potential as a primary mode of sustainable transport. Individual studies rarely stand together to be read back to back, in order to allow comparison between them. The privilege of academic conferences is that they allow the attendee to compare and contrast different academic agendas and concerns of research
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Gupta, Kuhika, and Hank Jenkins-Smith. Anthony Downs, “Up and Down with Ecology: The ‘Issue-Attention’ Cycle”. Edited by Martin Lodge, Edward C. Page, and Steven J. Balla. Oxford University Press, 2016. http://dx.doi.org/10.1093/oxfordhb/9780199646135.013.34.

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This chapter comments on Anthony Downs’s 1972 seminal paper “Up and Down with Ecology: The ‘Issue-Attention’ Cycle,” which tackles the concept of “public” or “issue” attention. Focusing on domestic policy, particularly environmental policy in the United States, Downs describes a process called “issue-attention cycle,” by which the public gains and loses interest in a particular issue over time. This chapter summarizes studies that directly put Downs’s propositions to the test, laying emphasis on research that probes the existence of and interrelationships among the public attention cycle, medi
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Hodge, R. Anthony. Towards Contribution Analysis. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198817369.003.0018.

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Since the early 1990s, at least forty-five initiatives have been mounted to improve the environmental and social performance of the mining industry. Many changes in the formal legal and regulatory systems have also been introduced. However, no systematic approach has been adopted to test whether this effort is making a difference. Without such monitoring of success, the tension between companies, communities, and governments regarding the role of mining in society will continue. This chapter makes the case for using ‘contribution analysis’ to fill this gap, a systematic means to assess and tra
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4

Christenson, David, and Cynthia White, eds. Sublime Cosmos in Graeco-Roman Literature and Its Reception. Bloomsbury Publishing Plc, 2024. http://dx.doi.org/10.5040/9781350344709.

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The essays collected in this volume examine manifestations of our sublime cosmos in ancient literature and its reception. Individual themes include religious mystery; calendrical and cyclical thinking as ordering principles of human experience; divine birth and the manifold nature of divinity (both awesome and terrifying); contemplation of the sky and meteorological (ir)regularity; fears associated with overpowering natural and anthropogenic events; and the aspirations and limitations of human expression. In texts ranging from Homer to Keats, the volume’s chapters apply diverse critical method
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London, Ian. Hollywood Online. Bloomsbury Publishing Inc, 2024. http://dx.doi.org/10.5040/9781501337789.

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Hollywood Online provides a historical account of motion picture websites from 1993 to 2008 and their marketing function as industrial advertisements for video and other media in the digital age. The Blair Witch Project is the most important example of online film promotion in cinema history. Over the last thirty years only a small number of major and independent distributors have converted internet-created buzz into box-office revenues with similar levels of success. Yet readings of how the film’s internet campaign broke new ground in the summer of 1999 tend to minimize, overlook or ignore th
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Church, David. Post-Horror. Edinburgh University Press, 2021. http://dx.doi.org/10.3366/edinburgh/9781474475884.001.0001.

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Horror’s longstanding reputation as a popular but culturally denigrated genre has been challenged by a new wave of films mixing arthouse minimalism with established genre conventions. Variously dubbed “elevated horror” and “post-horror” in popular film criticism, texts such as The Babadook, It Follows, The Witch, It Comes at Night, Get Out, The Invitation, Hereditary, Midsommar, A Ghost Story, and mother! represent an emerging nexus of taste, politics, and style that has often earned outsized acclaim from high-minded critics and populist rejection by wider audiences. Post-Horror is the first f
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Flood, Gavin, ed. The Oxford History of Hinduism. Oxford University Press, 2020. http://dx.doi.org/10.1093/oso/9780198733508.001.0001.

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This history of Hindu religious practices examines traditions of asceticism, yoga, and devotion (bhakti), including dance and music, developed in Hinduism over a long period of time, placing the theme of practice within a broader trajectory of cultural history. Some of these practices, notably those denoted by the term yoga, are orientated towards salvation from the cycle of reincarnation and go back several thousand years, borne witness to in ancient texts called Upaniṣads, as well as in other traditions, notably early Buddhism and Jainism. Practices of meditation are also linked to asceticis
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Jappelli, Tullio, and Luigi Pistaferri. The Age Profile of Consumption and Wealth. Oxford University Press, 2017. http://dx.doi.org/10.1093/acprof:oso/9780199383146.003.0002.

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The life-cycle model yields a number of important empirical predictions about consumption and saving behavior. First, the growth rate of consumption depends on the difference between the expected real interest rate and the rate of time preference and varies with the elasticity of intertemporal substitution. Second, individuals seek to smooth the marginal utility of consumption over time. Third, young consumers should be accumulating resources for retirement, and hence have an adequate level of wealth at retirement. Finally, the elderly should be decumulating resources. To test these prediction
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9

Epstein, Ben. The Only Constant is Change. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190698980.001.0001.

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The Only Constant Is Change presents and tests the political communication cycle (PCC), a model describing how political actors and organizations make decisions about if, how, and when to innovate their political communication practices. Generally speaking, political communication goals have remained largely stable over time, but the strategies used to accomplish these goals have changed a great deal. The PCC describes the recurring process of political communication innovation through American political history. This model incorporates the technological, political, and behavioral factors infl
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Miskel, James. Disaster Response and Homeland Security. Praeger, 2006. http://dx.doi.org/10.5040/9798400641039.

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Hurricane Katrina is the latest in a series of major disasters that were not well managed, but it is not likely to be the last. Category 4 and category 5 hurricanes will, according to most predictions, become both more frequent and more intense in the future due to global warming and/or natural weather cycles. In addition, it is often said that another terrorist attack on the United States is inevitable; that it is a question of when, not whether. Add to that the scare over a possible avian flu pandemic. As a result, the United States should expect that disaster response—to natural and other t
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Частини книг з теми "Cyclic tests, push-over tests"

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Tiwari, Binod, and Beena Ajmera. "Advancements in Shear Strength Interpretation, Testing, and Use for Landslide Analysis." In Progress in Landslide Research and Technology. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-44296-4_1.

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AbstractLandslides are devastating natural disasters that result in loss of life, property damage, and community disruption. They have global impacts, causing fatalities and economic losses, particularly in mountainous regions near densely populated areas. Landslides can be caused by natural factors, including water saturation from heavy rainfall, snowmelt, and changes in groundwater levels, as well as seismic activity such as earthquakes and volcanic eruptions. Human activities, such as altering drainage patterns, destabilizing slopes, and removing vegetation, also contribute to landslides. C
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2

Hoogeveen, Troy, and Joe White. "A Macro Modelling Blind Prediction of a Cyclic Push-Over Test on a Full Scale Masonry House." In Seismic Hazard and Risk Assessment. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74724-8_34.

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Haberl, Michael, Felix Hofinger, and Martin Fellendorf. "Effects of Traffic Signal Coordination on Traffic- and Emission-Related Evaluation Parameters." In Lecture Notes in Mobility. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-89444-2_38.

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Abstract A good coordination of traffic signals can reduce waiting times, the number of stops and accelerations, and thus increase travel speeds, which can lead to a reduction in fuel consumption and air pollutant emissions. To investigate the effects of traffic signal coordination on traffic and emission parameters, simulation studies are advantageous over time-consuming field tests to quantify and evaluate quickly, safely and cost-effectively a large number of different input variables, such as intersection distances, traffic volumes and different signal control configurations. This paper de
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4

Vostral, Sharra L. "Of Mice and (Wo)Men: Tampons, Menstruation, and Testing." In The Palgrave Handbook of Critical Menstruation Studies. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0614-7_50.

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Abstract Vostral provides much-needed insight into the link between women’s bodily experiences with tampons and twentieth-century developments in material science, corporate research, and gynecological observations about menstrual cycles. She examines how design modifications to tampons, changes in material composition, and the cultivation of women test subjects exposed scientific assumptions, ideas about safety, and attitudes concerning gendered and menstruating bodies. Focusing on the practical work of tampon testing, Vostral examines the impact of broad cultural conditions: prevailing ideas
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5

Tian, Xiangsheng, Yijie Huang, Jingxue Zhang, and Li Dong. "Experimental Study on Mechanical Properties of Seawater Sea-Sand Recycled Concrete Under Sulfate Attack." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_16.

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AbstractThe preparation of seawater sea-sand recycled concrete (SSRAC) by combining seawater, sea-sand and recycled coarse aggregate is of great significance for the utilization of marine resources and environmental protection in China. The sulfate corrosion test in this paper uses dry wet cycle to simulate the alternating dry wet environment, and compares the ordinary concrete (OC) and freshwater river sand recycled concrete (RAC) to study the mechanical property deterioration characteristics of SSRAC in dry–wet cycle (30d, 60d, 90d, 120d). The results show that with the increase of the dry–w
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6

Beushausen, Hans, Zaid Manuel, Joanitta Ndawula, and Dyllon Randall. "Feasibility of Utilizing Treated Domestic Wastewater (TDW) for the Production of Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_20.

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AbstractFreshwater scarcity is expected to become one of the biggest concerns globally, with the construction industry accounting for as much as 30% of global freshwater use over the life cycle of civil infrastructure today. Water management and its potential to practically alleviate water scarcity and increase the sustainability of concrete therefore need more consideration in scientific research. Existing research suggests that non-potable water such as treated domestic wastewater (TDW) could be used to produce structurally sound concrete for the construction industry. Consequently, this res
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Saber, Mohamed, Sameh A. Kantoush, Tetsuya Sumi, et al. "Integrated Study of Flash Floods in Wadi Basins Considering Sedimentation and Climate Change: An International Collaboration Project." In Natural Disaster Science and Mitigation Engineering: DPRI reports. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2904-4_15.

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AbstractRecently, Wadi flash floods (WFFs) have happened frequently in arid environments, resulting in great damage the society and the environment. In Oman, severe WFFs have occurred repeatedly within the last 10 years causing a huge impact on human lives and properties. This paper aims at introducing the framework of an international collaboration project between Japan and Oman for WFF management considering sediment dynamics and climate changes. Four research groups were established: climate change (G1), rainfall-runoff modeling (G2), sediment yield and transport (G3), and sedimentation and
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Chiesi, Marta, Piero Battista, Lorenzo Bottai, et al. "Estimation of gross and primary production in a coastal forest area undergone to clearcuts." In Monitoring of Mediterranean Coastal Areas: Problems and Measurement Techniques. Firenze University Press, 2024. https://doi.org/10.36253/979-12-215-0556-6.13.

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The current study presents the application of a model combination strategy to analyse gross and net production in a Mediterranean pine wood ecosystem. The test site is in the San Rossore Regional Park (Central Italy), an area originally characterised by the presence of Pinus pinaster Ait and Pinus pinea L. Since 2004 the former species was attacked by an insect and was therefore subjected to clearcuts around 2012. The latter species, not affected by the insect, has continued to grow, reaching the senescent stage. The evolution of two large stands (i.e., one per species) in terms of gross and n
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Wilmsen, David. "Recognisably Arabian." In Semitic Languages and Cultures. Open Book Publishers, 2025. https://doi.org/10.11647/obp.0445.12.

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The chapter examines the diachronic depth of Maltese by tracing its connections to Levantine Arabic, South Arabian dialects, and Andalusi Arabic. Drawing on the work of Martin Zammit and incorporating detailed morphosyntactic analyses, the chapter identifies a bundle of linguistic features shared between Maltese and certain Arabic varieties, notably the use of enclitic -š/-šī for negation, prohibitives, and polar questions. Evidence suggests these features originated in South Arabian dialects, traveled through the Levant, and reached Malta via Andalusi Arabic and North African influences. For
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Gomendio, Montse. "Spain: The Response of the Education System to the COVID-19 Pandemic: How LNOB (Leaving No-One Behind) Got Lost in Translation." In Evaluating Education: Normative Systems and Institutional Practices. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-69284-0_12.

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AbstractHistorically the evidence from international surveys shows that Spanish students have levels of performance below the OECD average, particularly in maths, which have followed a flat line for over a decade (from 2000 onwards) showing a complete lack of progress until some improvements took place around 2015. When compared to other countries, Spain has very few excellent students. This flatness has been wrongly interpreted as a signal that the Spanish education system has sacrificed quality for the sake of equity. Nothing could be further from the truth. The most distinctive feature is t
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Тези доповідей конференцій з теми "Cyclic tests, push-over tests"

1

Mitchell, Mike J., David Claydon, and Darren Ward. "A Critical Review of Current Performance Tests for Offshore Anti-Corrosive Coatings." In CORROSION 2005. NACE International, 2005. https://doi.org/10.5006/c2005-05021.

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Abstract Over the last few years within the offshore sector of the Protective Coatings industry, there have been a number of ISO and NACE anti-corrosive performance test standards, both under development and subject to imminent release, which are influencing how coatings are evaluated. Also, some Norwegian Standards, specifically for offshore under the Norsok banner, in particular Norsok M501 for coatings, has been widely used globally. This paper will critically review the current philosophies described, taking into consideration correlation with natural exposure, track record, validity of “a
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2

Durr, C. L., J. A. Beavers, and N. G. Thompson. "Interpretation of the Polarization Behavior for Copper-Base Alloys in Tuff Repository Environments." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93195.

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Abstract This paper summarizes the results of cyclic-potentiodynamic-polarization and potentiostatic polarization tests performed on candidate copper-base alloy container materials for the Tuff Repository. The research was funded by The Nuclear Regulatory Commission. The cyclic-potentiodynamic-polarization technique was used to provide an understanding of how variation in the environment composition within the repository affects both the general- and localized-corrosion behavior of two copper-base alloys; Alloy CDA102 (pure copper) and Alloy CDA 715 (copper-30 nickel). Longer-term potentiostat
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3

Sridhar, Narasi, Darrell Dunn, and Gustavo Cragnolino. "Accelerated Tests for Long-Term Prediction of Corrosion in Austenitic Stainless Steels and Ni-Fe-Cr-Mo Alloys." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96418.

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Abstract The effect of applied potential and chloride concentration on localized corrosion and stress corrosion cracking (SCC) of austenitic stainless steels (SSs) and Ni-base alloys was studied. The repassivation potential, Erp, for deep pits was the same as that for crevice corrosion. Laboratory tests over a two-year period and field experience have shown that the Erp is a conservative parameter to predict the occurrence of both these failure modes. For type 316L SS, the U-bend SCC test was found to be more conservative than the slow strain rates tests under controlled potential conditions f
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4

Blekkenhorst, F., E. Nagel Soepenberg, M. Roelofsen, and J. P. Schoen. "A New Cyclic Corrosion Test for Automotive Steel Products, Based upon Micro Climate Measurements in Running Vehicles." In CORROSION 1988. NACE International, 1988. https://doi.org/10.5006/c1988-88354.

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Abstract A number of bare and precoated steels are used in the automotive industry. The selection of these products as to corrosion resistance should depend upon the vehicle environments in which they are exposed. Although a lot of fragmented knowledge is present in the area of automotive corrosion control there is a gap between usual performance testing (e.g. salt spray tests, etc.) and the final corrosion behaviour to be expected in the vehicle. To fill up this gap a research program was carried out to achieve a new standard corrosion test from actual measurements of the corrosive conditions
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5

Beavers, J. A., and R. N. Parkins. "Standard Test Procedure for Stress-Corrosion Cracking Threshold Stress Determination." In CORROSION 1986. NACE International, 1986. https://doi.org/10.5006/c1986-86321.

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Abstract An experimental program was carried out to develop a procedure which will reliably assess the stress-corrosion cracking susceptibility of a given line pipe steel. The commonly used test methods such as slow strain rate and precracked specimen testing have been found to be deficient for this purpose because they are severe test methods which do not approximate service conditions or discriminate between similar steels. On the other hand, constant load or constant displacement tests are more discriminatory but are time consuming and expensive. Previous studies performed at Battelle and t
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6

Racicot, R. J., S. C. Yang, and R. Brown. "Corrosion Protection Comparison of a Chromate Conversion Coating to a Novel Conductive Polymer Coating on Aluminum Alloys." In CORROSION 1997. NACE International, 1997. https://doi.org/10.5006/c1997-97531.

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Abstract Comparisons of the corrosion resistance performance of a novel polyaniline based double strand conductive polymer coating versus a chromate conversion coating on two aluminum alloys were made. Potentiodynamic scans, electrochemical impedance spectroscopy (EIS) in 0.5N NaCl solutions and ASTM B-117 salt spray tests were performed on coated samples of AA7075-T6 and AA2024-T3 aluminum alloys. Results show the conductive polymer film offers, at the least, an equivalent protection performance as the chromate coating with a two order of magnitude reduction in corrosion current densities in
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7

Brown, Richard, and Mohd N. Alias. "Oxidation of Nitride Films in Aqueous Solution: Correlation between Surface Analysis and Electrochemical Studies." In CORROSION 1994. NACE International, 1994. https://doi.org/10.5006/c1994-94322.

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Abstract Ac impedance and dc polarization tests of 304 stainless steels coated by cathodic arc plasma deposition (CAPD) titanium nitride and zirconium nitride were conducted in aqueous chloride solution. Cyclic polarization data suggested passive films were formed over the nitride coatings which are most likely hydrated titanium oxide and zirconium oxides. ESCA analysis of fresh samples and samples exposed during impedance tests indicated a layer rich in oxygen over the ZrN coating after exposure but not over TiN coating. Chemical shifts in the Zr 3d5/2 core electrons indicate transformation f
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8

Kramer, Patrick, Fritz Friedersdorf, and Matthew Merrill. "Segmented Multi Electrode Sensor for Investigation of Environment-assisted Cracking under Dynamic Atmospheric Conditions." In CORROSION 2017. NACE International, 2017. https://doi.org/10.5006/c2017-08946.

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Abstract Environment-assisted cracking (EAC) of aluminum alloys in corrosive atmospheres is a significant maintenance and safety issue for aerospace and naval structures. EAC is influenced by the interaction of stress, environment, and alloy microstructure. Atmospheric environmental conditions and corrosion kinetics are dynamic due to diurnal cycles and changing operating conditions, where temperature, relative humidity, and surface contaminants interact to control thin film electrolyte properties. In the case of EAC and other localized corrosion processes, such as crevice corrosion, separatio
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9

Ramenzoni, Marco F., Luis E. Urbán, and Eliana V. Cunha. "Film Re-Galvanizing Technology with High Metallic Zinc Content." In LatinCORR 2023. AMPP, 2023. https://doi.org/10.5006/lac23-21136.

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Summary High Metal Zinc Film Re-Galvanizing (RFETZM) Technology was developed so that carbon steel structures and many other hot-dip galvanized (HDG) structures could be galvanized or re-galvanized in-situ, with and without interrupting the operational availability of the asset considered. Studies comparing them with HDG available in the bibliography and tests carried out measuring the electrochemical potential for 52 days according to Petrobras N-1277 standard, cyclic aging test according to ISO 12944-9 and salt fog test according to ISO 9227, show the importance of zinc content and type, in
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10

Hellstrom, Ian, David Moorcroft, and William Carroll. "Effect of High-Rate Loading on Anthropomorphic Test Device Pelvises." In Vertical Flight Society 81st Annual Forum and Technology Display. The Vertical Flight Society, 2025. https://doi.org/10.4050/f-0081-2025-179.

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As part of a larger project aimed at gaining a better understanding of factors that affect the quality of test results using anthropomorphic test devices (ATDs), the FAA tested the effects of dynamic loading of an ATD pelvis. The ATDs required in the aviation regulations were initially developed for the automotive crash environment, which does not include a vertical testing component. One of the two dynamic tests is a vertical impact, with the principal measurement being the compressive load in the lumbar spinal column, with a regulatory limit of 1500 lb. The lumbar load cell is mounted to the
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Звіти організацій з теми "Cyclic tests, push-over tests"

1

Briggs, Nicholas E., Robert Bailey Bond, and Jerome F. Hajjar. Cyclic Behavior of Steel Headed Stud Anchors in Concrete-filled Steel Deck Diaphragms through Push-out Tests. Northeastern University. Department of Civil and Environmental Engineering., 2023. http://dx.doi.org/10.17760/d20476962.

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Earthquake disasters in the United States account for $6.1 billion of economic losses each year, much of which is directly linked to infrastructure damage. These natural disasters are unpredictable and represent one of the most difficult design problems in regard to constructing resilient infrastructure. Structural floor and roof diaphragms act as the horizontal portion of the lateral force resisting system (LFRS), distributing the seismically derived inertial loads out from the heavy concrete slabs to the vertical LFRS. Composite concrete-filled steel deck floor and roof diaphragms are ubiqui
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2

Briggs, Nicholas E., and Jerome F. Hajjar. Cyclic Seismic Behavior of Concrete-filled Steel Deck Diaphragms. Department of Civil and Environmental Engineering, Northeastern University, 2023. http://dx.doi.org/10.17760/d20593269.

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Анотація:
Earthquake disasters in the United States account for $6.1 billion of economic losses each year, much of which is directly linked to infrastructure damage. These natural disasters are unpredictable and represent one of the most difficult design problems regarding constructing resilient infrastructure. Structural floor and roof diaphragms act as the horizontal portion of the lateral force resisting system (LFRS), distributing the seismically derived inertial loads out from the heavy concrete slabs to the vertical LFRS. Concrete-filled steel deck diaphragms are ubiquitously used in steel constru
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3

Wang, Wei, Michael Brown, Matteo Ciantia, and Yaseen Sharif. DEM simulation of cyclic tests on an offshore screw pile for floating wind. University of Dundee, 2021. http://dx.doi.org/10.20933/100001231.

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Screw piles need to be upscaled for offshore use e.g. being an alternative foundation and anchor form for offshore floating wind turbines, although the high demand of vertical installation forces could prevent its application if conventional pitch-matched installation is used. Recent studies, using numerical and centrifuge physical tests, indicated that the vertical installation force can be reduced by adopting over-flighting which also improved axial uplift capacity of the screw pile. The current study extends the scope to axial cyclic performance with respect to the installation approach. Us
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4

Pajo, Bianka, Peter J. Becker, Philippe L. Bourdeau, and Marika Santagata. Data Interpretation of Automated Plate Load Test (APLT) for Real-Time In Situ Determination of Unbound Layer Resilient Modulus. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317653.

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This project examined the results of an extensive program of (1) cyclic plate loading tests carried out at Purdue University’s S-BRITE site on two testing strips comprised of a coarse aggregate (Indiana #53) subbase layer compacted over either untreated or cement-stabilized subgrade, and (2) static loading tests conducted on #53 aggregate compacted in a 3.6-foot-deep testing pit. The testing program on the two strips included multistage resilient modulus (MR) tests and extended cyclic performance tests with random distributed loading (RDL) on both the subbase and the underlying subgrade. Two o
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5

Kinikles, Dellena, and John McCartney. Hyperbolic Hydro-mechanical Model for Seismic Compression Prediction of Unsaturated Soils in the Funicular Regime. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2022. http://dx.doi.org/10.55461/yunw7668.

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A semi-empirical elasto-plastic constitutive model with a hyperbolic stress-strain curve was developed with the goal of predicting the seismic compression of unsaturated sands in the funicular regime of the soil-water retention curve (SWRC) during undrained cyclic shearing. Using a flow rule derived from energy considerations, the evolution in plastic volumetric strain (seismic compression) was predicted from the plastic shear strains of the hysteretic hyperbolic stress-strain curve. The plastic volumetric strains are used to predict the changes in degree of saturation from phase relationships
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6

Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Comparison of the Response of Small- and Large-Component Cripple Wall Specimens Tested under Simulated Seismic Loading (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/iyca1674.

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Анотація:
This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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7

Willson. L51709 Development-Test Electronic Gas Admission for Large Bore Engines. Pipeline Research Council International, Inc. (PRCI), 1994. http://dx.doi.org/10.55274/r0010114.

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Анотація:
The pipeline industry uses over 8,000 large bore engines in gas transmission/compression service". These engines are typically gas fueled and spark ignited. Some early versions of the engines are piston scavenged, but most are turbocharged. Some models, especially those equipped for lean burn operation, utilize pre-combustion chambers for enhanced ignition. Typically, the gaseous fuel is admitted directly into the top of the engine combustion chamber by a cam-operated, mechanical gas admission valve (MGAV). The MGAV is operated by an engine driven cam, cam follower, push rod, and rocker assemb
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8

Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens II (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ldbn4070.

Повний текст джерела
Анотація:
This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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9

Wei, Fulu, Ce Wang, Xiangxi Tian, Shuo Li, and Jie Shan. Investigation of Durability and Performance of High Friction Surface Treatment. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317281.

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Анотація:
The Indiana Department of Transportation (INDOT) completed a total of 25 high friction surface treatment (HFST) projects across the state in 2018. This research study attempted to investigate the durability and performance of HFST in terms of its HFST-pavement system integrity and surface friction performance. Laboratory tests were conducted to determine the physical and mechanical properties of epoxy-bauxite mortar. Field inspections were carried out to identify site conditions and common early HFST distresses. Cyclic loading test and finite element method (FEM) analysis were performed to eva
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10

Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component - Test Program: Comparisons (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/lohh5109.

Повний текст джерела
Анотація:
This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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