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Gotowe bibliografie tematyczne / Cohesive testing

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Gotowa bibliografia na temat „Cohesive testing”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Cohesive testing"

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Estikhamah, Fithri, and Dian Purnamawati Solin. "Correlation Between Cone Resistance Values and Cohesion Values in Cohesive Soils (Case Study in Gunung Anyar District)." E3S Web of Conferences 328 (2021): 01005. http://dx.doi.org/10.1051/e3sconf/202132801005.

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The physical and mechanical properties of the soil can be determined based on laboratory tests by testing soil samples obtained from field drilling. At one point it can be done simultaneously between SPT testing and drilling. Therefore, it can be known simultaneously the value of N-SPT with the physical and mechanical properties of the soil. The purpose of this study was to obtain a relationship between the cone resistance value (qc) obtained in the field and the cohesion value for cohesive soil types. This study uses primary data, and secondary data. The results of the correlation between the

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Ofrikhter, Vadim Grigor’evich, and Yan Vadimovich Ofrikhter. "RESULTS OF COMPRESSION TESTING ON PSEUDO-COHESIVE SOIL." Vestnik MGSU, no. 9 (September 2015): 61–72. http://dx.doi.org/10.22227/1997-0935.2015.9.61-72.

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Natural non-treated sand reinforced with randomly oriented short polypropylene fibers of 12 mm in length was tested to determine creep characteristics. This study is a part of the research aimed at encouraging fibrosand (FRS) application in subsoils, embankments and retaining wall constructions. Fiber content was accounted for 0.93 %. Twin specimens were put to creep tests (1-D compression) using the two curve method. The test results were analyzed and checked with the use of ageing, hardening and hereditary creep theories. On the basis of approximation of the test results the creep deformatio

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Sobczyk, Kamil, Ryszard Chmielewski, Leopold Kruszka, and Ryszard Rekucki. "Strength Characterization of Soils’ Properties at High Strain Rates Using the Hopkinson Technique—A Review of Experimental Testing." Materials 15, no. 1 (2021): 274. http://dx.doi.org/10.3390/ma15010274.

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The paper presents a review of crucial experiments and the latest publications, presenting the previous and current trends in experimental research in 2018–2021 in the area of soil dynamic interaction based on the Hopkinson bar technique. A review of investigated experimental test stands was made, in particular, cohesive and non-cohesive soil specimens prepared with different dimensions and densities. From this study, it can be concluded that the dynamic response of the soil depends on many factors, e.g., density, cohesion, moisture and grain structure of the soil specimen. There is still a no

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Tryding, Johan, Gustav Marin, Mikael Nygårds, Petri Mäkelä, and Giulio Ferrari. "Experimental and theoretical analysis of in-plane cohesive testing of paperboard." International Journal of Damage Mechanics 26, no. 6 (2016): 895–918. http://dx.doi.org/10.1177/1056789516630776.

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In-plane cohesive failure of paperboard was characterized by short-span uniaxial tension tests. Six paperboards' qualities were experimentally investigated, from which cohesive stress–widening curves were extracted. A fracture energy was defined, expressed in the tensile strength and maximum slope of the cohesive stress–widening relation. Analytical cohesive relations were derived based on the tensile strength and maximum slope, utilizing the Morse potential for diatomic molecules. It was experimentally found that the maximum slope and fracture energy depend on the tensile strength. The ratio

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Krishnappan, Bommanna. "Review of a Semi-Empirical Modelling Approach for Cohesive Sediment Transport in River Systems." Water 14, no. 2 (2022): 256. http://dx.doi.org/10.3390/w14020256.

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In this paper, a review of a semi-empirical modelling approach for cohesive sediment transport in river systems is presented. The mathematical modelling of cohesive sediment transport is a challenge because of the number of governing parameters controlling the various transport processes involved in cohesive sediment, and hence a semi-empirical approach is a viable option. A semi-empirical model of cohesive sediment called the RIVFLOC model developed by Krishnappan is reviewed and the model parameters that need to be determined using a rotating circular flume are highlighted. The parameters th

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Piao, Lechuan, Fei Xue, Shaofeng Lu, Lin Jiang, Bing Han, and Xu Xu. "Active Planning for Virtual Microgrids with Demand-Side and Distributed Energy Resources." Energies 17, no. 10 (2024): 2391. http://dx.doi.org/10.3390/en17102391.

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In this paper, the notion of a cohesive and self-sufficient grid is proposed. Based on a cohesive and self-sufficient virtual microgrid, an active distribution network is optimally planned, and an optimal configuration of demand-side resources, distributed generations, and energy storage systems are generated. To cope with stochastic uncertainty from forecast error in wind speed and load, flexibility reserves are needed. In this paper, the supply relation between flexibility and uncertainty is quantified and integrated in an innovative index which is defined as cohesion. The optimization objec

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Ofrikhter, Vadim, and Yan Ofrikhter. "RESULTS OF COMPRESSION TESTING ON PSEUDO-COHESIVE SOIL." Vestnik MGSU, no. 9 (September 2015): 61–71. http://dx.doi.org/10.22227/1997-0935.2015.9.61-71.

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Preechawuttipong, I., P. Ingsuwan, and R. Peyroux. "Crack nucleation and propagation in rounded cohesive granular media." Strength, Fracture and Complexity: An International Journal 4, no. 3 (2006): 161–68. https://doi.org/10.3233/sfc-2006-079.

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This work investigates the influence of cohesion on aspects of fracture mode and propagation in 2D rounded cohesive granular packing. Simulations are undertaken using the molecular dynamics method involving simple contact laws with adhesion. The numerical “Brazilian” test with samples of 8000 circular particles suggests that the formation of crystallized agglomerates within mono-disperse samples depends on the value of the cohesive energy between particles. The agglomerate size is increased when the surface energy increases. In the testing phase and for high values of surface energy, the fissu

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Shugar, Daniel, Ray Kostaschuk, Peter Ashmore, Joe Desloges, and Leif Burge. "In situ jet-testing of the erosional resistance of cohesive streambeds." Canadian Journal of Civil Engineering 34, no. 9 (2007): 1192–95. http://dx.doi.org/10.1139/l07-024.

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Fletchers Creek is located in an urbanizing basin near Toronto and has a bed and banks composed primarily of cohesive Halton Till. Critical shear stress and an erodibility coefficient for the till were determined using an in situ jet-tester that directs a submerged jet of water perpendicular to the sediment surface. The results from 10 jet-tests indicate that the till has a relatively low critical shear stress and relatively high erodibility coefficient and could be susceptible to bed scour during flood events. Many other streams in southern Ontario have urbanizing watersheds with cohesive ti

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Strong, Carol J., and James P. Shaver. "Stability of Cohesion in the Spoken Narratives of Language-Impaired and Normally Developing School-Aged Children." Journal of Speech, Language, and Hearing Research 34, no. 1 (1991): 95–111. http://dx.doi.org/10.1044/jshr.3401.95.

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The short-term stability of the cohesion scores for the spoken narratives of language-impaired and normally developing school-aged children was investigated. Narratives were obtained from 39 language-impaired and 39 normal-language children, aged 8–10 years, at four 2-week intervals. Reliability coefficients for scores from five measures—two for cohesive adequacy and three for verbal productivity—were of adequate magnitude for analysis. Mean cohesive adequacy scores were stable across narratives, but stability coefficients were only moderately large. Stability coefficients for verbal productiv

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Rozprawy doktorskie na temat "Cohesive testing"

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Mobley, Thomas Jackson Melville Joel G. "Erodibility testing of cohesive soils." Auburn, Ala, 2009. http://hdl.handle.net/10415/1776.

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Katti, Dinesh Ramanath. "Modelling including associated testing of cohesive soil using disturbed state concept." Diss., The University of Arizona, 1991. http://hdl.handle.net/10150/185654.

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A new constitutive model for predicting the undrained stress-deformation and pore water pressure response of saturated cohesive soils subjected to cyclic loading is developed using the Disturbed State Concept (DSC) is presented in this dissertation. The model takes into account inelastic non-virgin behavior. Factors such as non-associativeness, induced anisotropy and degradation are included as disturbances with respect to two reference states. One reference state is the intact state where the material is assumed to be associative initially isotropic and hardening isotropically. It is modelled

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Casey, Brendan (Brendan Anthony). "The significance of specimen end restraint in high pressure triaxial testing of cohesive soil." Thesis, Massachusetts Institute of Technology, 2011. http://hdl.handle.net/1721.1/66857.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2011.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 170-175).<br>This thesis investigates the mechanical behaviour of cohesive soil at relatively high stresses with a particular emphasis on the significance of specimen end restraint on the interpretation of triaxial test results. Undrained triaxial shear tests have been performed on specimens K0 consolidated to stresses ranging from 0.6 to 10 MPa. Behaviour is examined at three well-defined OCRs of 1, 2 and

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Liao, Chung-Lon. "Applications of cone, vane and vane-cone to predict stress-strain behaviour of unsaturated cohesive soil." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=72788.

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Carreras, Blasco Laura. "Development of efficient testing methods and cohesive zone models for analyzing fatigue-driven delamination in 3D laminated composite structures." Doctoral thesis, Universitat de Girona, 2019. http://hdl.handle.net/10803/667712.

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The overall purpose of this Ph.D. thesis is to contribute to the reliable design of composite structures subjected to fatigue-driven delamination. The aim is motivated by a wish to reduce the amount of experimental testing needed in the dimensioning of real components and to anticipate the mechanical response of layered structures undergoing fatigue delamination. In order to extend the general applicability of the existing methods, experimental data of 3D delamination propagation has been generated, as well as an efficient identification of the crack propagation direction and an accurate mean

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Garrett, Joseph Daniel. "Experimentation of Mode I and Mode II Fracture of Uni-Directional Composites and Finite Element Analysis of Mode I Fracture Using Cohesive Contact." DigitalCommons@CalPoly, 2016. https://digitalcommons.calpoly.edu/theses/1670.

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As the use of fiber-reinforced composites has increased over the decades, so has the need to understand the complexity of their failure mechanisms as engineers seek to improve the damage tolerance of composite laminated structures. One of the most prevalent and limiting mode of failure within composite laminates is delamination, since it not only reduces a structures stiffness and strength, but can be very difficult to detect without the use of special non-destructive equipment. Industry testing organizations have utilized several fracture tests in order to characterize the fracture toughness

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Coffman, David K. Allen Peter M. "Streambank erosion assessment in non-cohesive channels using erosion pins and submerged jet testing, Dallas/Fort Worth, Texas." Waco, Tex. : Baylor University, 2009. http://hdl.handle.net/2104/5318.

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Hazell, Edmund. "Numerical and experimental studies of shallow cone penetration in clay." Thesis, University of Oxford, 2008. http://ora.ox.ac.uk/objects/uuid:6b5380f1-2d02-4da0-92e0-ae83ad5c4698.

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The fall-cone test is widely used in geotechnical practice to obtain rapid estimates of the undrained shear strength of cohesive soil, and as an index test to determine the liquid limit. This thesis is concerned with numerical modelling of the penetration of solids by conical indenters, and with interpretation of the numerical results in the context of the fall-cone test. Experimental studies of shallow cone penetration in clay are also reported, with the aim of verifying the numerical predictions. The practical significance of the results, in terms of the interpretation of fall-cone test resu

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Shahid, Zeeshan. "Social Networks, Group Cohesion & Collaborative Learning : A Case Study of an International English Language Testing System (IELTS) Training Institute." Thesis, Linnéuniversitetet, Institutionen för informatik (IK), 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-55587.

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The study examines the role of social networks’ in collaborative group working within a blended setting. Lingua Franca, Pakistan, an International English Language Testing System (IELTS) training institute, has been investigated as a case study for the aforementioned research question. Focus groups consisting of the institute’s students and training staff were solicited for primary data collection. Theories of learning, social comparison, social exchange and connectivism theory provided the theoretical understanding for the study along with relevant extant literature. Content analysis has been

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Chataway, Michael. "Fear of Crime in Time and Place: Developing and Testing a New Momentary Social-Psychological Model of Victimisation Worry." Thesis, Griffith University, 2018. http://hdl.handle.net/10072/375767.

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Scholars have studied fear of crime for many years, with a number of predictors of crime fear identified. Despite the growing body of fear of crime literature, the measurements, methods, and theories currently used to examine fear of crime are in need of significant innovation. Specifically, scholars continue to rely on single item measures to gauge fear of crime, ignoring its multidimensionality. Moreover, existing methods used to capture fear of crime and risk have restricted researchers’ ability to examine its spatio-temporal features, thereby preventing the development of momentary models

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Książki na temat "Cohesive testing"

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Kliewer, Julie E. Test procedures for low-confining stress, multistage triaxial testing of compacted cohesive soils. 1992.

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Kliewer, Julie E. Test procedures for low-confining stress, multistage triaxial testing of compacted cohesive soils. 1992.

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Virvidaki, Katerina. Testing Coherence in Narrative Film. Palgrave Macmillan, 2017.

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Virvidaki, Katerina. Testing Coherence in Narrative Film. Palgrave Macmillan, 2018.

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Whitehouse, Harvey. The Ritual Animal. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780199646364.001.0001.

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The ritual animal longs to belong. Rituals are a way of defining the boundaries of social groups and binding their members together. The ritual modes theory set out in this book seeks to unravel the psychology behind these processes, and to explain how ritual behaviour evolved, including how different modes of ritual performance have shaped global history over many millennia. Testing the theory has meant designing experiments run with children in psychology labs and on remote Pacific islands, gathering survey data with armed insurgents in the Middle East and Muslim fundamentalists in Indonesia

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Lupi, Marcello. Citizenship and Civic Subdivisions. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198817192.003.0006.

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The creation of civic subdivisions is a relevant chapter in any discussion of archaic Greek citizenship. The Spartan case is particularly interesting because, although extremely scanty, the sources testify to an early effort to organize the citizen body into formal structures. Contrary to the dominant model, which has the Spartans distributed into two transversal structures of civic membership, one kinship-based (the three Dorian phylai) and the other one territorial (the alleged five obai), here a new model is proposed. An examination of the relevant evidence shows, in fact, that the obai wer

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Zydroń, Tymoteusz. Wpływ systemów korzeniowych wybranych gatunków drzew na przyrost wytrzymałości gruntu na ścinanie. Publishing House of the University of Agriculture in Krakow, 2019. http://dx.doi.org/10.15576/978-83-66602-46-5.

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The aim of the paper was to determine the influence of root systems of chosen tree species found in the Polish Flysch Carpathians on the increase of soil shear strength (root cohesion) in terms of slope stability. The paper's goal was achieved through comprehensive tests on root systems of eight relatively common in the Polish Flysch Carpathians tree species. The tests that were carried out included field work, laboratory work and analytical calculations. As part of the field work, the root area ratio (A IA) of the roots was determined using the method of profiling the walls of the trench at a

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Części książek na temat "Cohesive testing"

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Mir, Bashir Ahmed. "Vane Shear Test for Cohesive Soils." In Manual of Geotechnical Laboratory Soil Testing. CRC Press, 2021. http://dx.doi.org/10.1201/9781003200260-13.

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Maiti, Spandan. "Cohesive Technology Applied to the Modeling and Simulation of Fatigue Failure." In Virtual Testing and Predictive Modeling. Springer US, 2009. http://dx.doi.org/10.1007/978-0-387-95924-5_3.

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Duan, Wei, Zening Zhao, Guojun Cai*, et al. "Prediction of resilient modulus of cohesive subgrade soils from CPTU data using polynomial neural networks." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-49.

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Duan, Wei, Zening Zhao, Guojun Cai*, et al. "Prediction of resilient modulus of cohesive subgrade soils from CPTU data using polynomial neural networks." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-49.

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Singh, S., R. K. Kandasami, and T. G. Murthy. "Mechanics and Modeling of Cohesive Frictional Granular Materials." In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52773-4_59.

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Rismanchian, A., and A. Tavallali. "A novel undrained saturation method for triaxial testing of cohesive specimens." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-128.

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Biscaia, Hugo, Miguel Machado, Marta Carvalho, Telmo Santos, and Yongming Yang. "Development of a Cohesive Model for CFRP-To-Steel Bonded Joints for Low and High Temperatures." In Testing and Experimentation in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-29191-3_38.

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Peng, P., G. J. Cai, and S. Y. Liu. "T-bar Penetration Tests in Fujian Cohesive Soil." In Proceedings of GeoShanghai 2018 International Conference: Multi-physics Processes in Soil Mechanics and Advances in Geotechnical Testing. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0095-0_55.

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Prabowo, Sigit Herananda, Tukimun, and Wahyu Mahendra Trias Atmadja. "Comparison of Pile Bearing Capacity Based on Meyerhof Method and Pile Driving Analyzer (PDA) Testing on Non-cohesive Soils." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-5654-7_84.

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Chorapalli, Jnanendra Vijay Kumar, and Soukat Kumar Das. "Sustainable Method for Determining Shear Strength Parameters by Machine Learning." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_120.

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AbstractThe conventional methods for determining the shear strength parameters of soil, namely cohesion (C) and angle of internal friction (φ), involve time-consuming and expensive machinery. Also, the extraction metal ore processing into metal and machine manufacturing involves a high level of carbon emission. During the operation of these machines a large quantity of electricity is generated in thermal power plants, leading to an indirect increase in the carbon footprint, thus suggesting a need for the adoption of more sustainable practices. This study is aimed at reducing net zero emission

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Streszczenia konferencji na temat "Cohesive testing"

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Lantsoght, Eva, Estefanía Cervantes, Monica Santamaria, José C. Matos, Mitsuyoshi Akiyama, and Xin Ruan. "Bridge testing field data for damage quantification and decision-making." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0205.

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<p>This paper proposes a framework for interpreting bridge field data with a focus on overall bridge performance, damage quantification, and data-driven decision-making. By leveraging recent advancements in bridge load testing, structural monitoring, and non-destructive evaluation, along with the development of interoperable platforms for bridge management, this paper synthesizes these insights into a cohesive framework. It also explores the long-term storage and utilization of data to inform future bridge management decisions. The proposed framework is designed to be flexible, accommoda

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Sabbir, Md Ahsan, Saiada Fuadi Fancy, Kingsley Lau, and Dale DeFord. "Characterizing Bulk Porosity of CBPC Coating in Aggressive Bridge Exposure." In SSPC 2017 Greencoat. SSPC, 2017. https://doi.org/10.5006/s2017-00051.

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Abstract The bulk characteristics of Chemically Bonded Phosphate Ceramic (CBPC) coating was investigated for marine bridge application in alternate wet and dry exposure. Assessment of possible bulk coating degradation was made by physical testing, Mercury Intrusion Porosimetry (MIP) and electrochemical techniques. The bulk coating material was observed to become chalky and in some cases form cracks when exposed to alternate wet and dry conditions. Cohesive strength appeared to degrade. The characteristic pore size distribution by MIP technique indicated the increase in pore size due to exposur

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Zheng, Wei, and John J. Myers. "Adhesion Tests and Failure Modes Study on Structural Steel Coatings." In SSPC 2013 Greencoat. SSPC, 2013. https://doi.org/10.5006/s2013-00046.

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Abstract Pull-off adhesion behaviors of 15 coating systems in three groups were studied utilizing test method ASTM D4541. Three groups of coating systems included coating systems with organic or inorganic zinc-rich primers, polymeric polyurea coatings, and overcoating systems applied on an existing coating system. The adhesion strength and failure mode of each coating system under different conditions were investigated and compared. The advantages and drawbacks for each coating group regarding adhesional performance were summarized in this paper. For most coating systems in this study, the imp

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Fang, Eugene, Jessica Zhang, Anisur Rahman, Jim Lua, and Nam Phan. "A Multiscale Bondline Damage Characterization and Hybrid Analysis Approach for Adhesively Bonded Composite Structures." In Vertical Flight Society 71st Annual Forum & Technology Display. The Vertical Flight Society, 2015. http://dx.doi.org/10.4050/f-0071-2015-10261.

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Adhesively bonded composite structures have been used extensively in both DoD and commercial industries. Despite many attractive features of a bonded composite structure, integrity and durability of adhesively bonded composite structures are the primary concerns due to their known sensitivity to environmental conditions and the presence of bondline defects associated with the fabrication and processing of a bonded composite structure. In order to reduce the testing matrix in characterization of properties of a bondline for the residual strength and life prediction of its bonded composite struc

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Nikishkov, Yuri, Gennadiy Nikishkov, Guillaume Seon, et al. "Fatigue Damage Modeling in Laminated Composite Structures Based on J-Integral Calculation." In Vertical Flight Society 81st Annual Forum and Technology Display. The Vertical Flight Society, 2025. https://doi.org/10.4050/f-0081-2025-414.

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Advanced structural analysis methods, known as progressive damage and failure analysis tools, are being developed to predict initiation and propagation of damage under repeated loading based on capturing individual and interacting damage modes. This work develops structural fatigue life prediction capability in state-of-the-art emerging progressive damage failure analysis tool CDMat developed at the University of Texas Arlington Advanced Materials and Structures Lab. While JIntegral, implemented in CDMat, appears as the most objective and rigorous approach to predict delamination growth-based

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Bouquillon, Brian, Mark Gurvich, Mark Davis, Prabhakar Rao, and Patrick Clavette. "Analysis of Impact Behavior of Thick Rotorcraft Composite Components: Approach and Implementation." In Vertical Flight Society 70th Annual Forum & Technology Display. The Vertical Flight Society, 2014. http://dx.doi.org/10.4050/f-0070-2014-9642.

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The Sikorsky Aircraft Corporation (SAC) and the U.S. Army Aviation Development Directorate-Aviation Applied Technology Directorate (ADD-AATD) are jointly sponsoring the Capability-Based Operations and Sustainment Technology-Aviation (COST-A) program. The objective of COST-A is to demonstrate an integrated set of high-value diagnostics, prognostics, and system health management technologies that reduce the maintenance burden, without sacrificing safety, of six different rotorcraft systems, including the rotor impact detection and damage assessment. Impact damage behavior of large rotorcraft com

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Prieto, Claudia, Ezechukwu Anyanwu, David Young, and Marc Singer. "Mechanical Characterization and Adherence of Iron Carbonate on an X65 Steel." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-13390.

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Abstract Formation of iron carbonate layers on mild steel is an important factor in CO2 corrosion as they provide a protective barrier that can help preserve pipeline integrity. However, the protectiveness conferred by such layers can be compromised due to their mechanical removal.The main objective of this work was to evaluate the mechanical integrity of an iron carbonate layer, grown on an API 5L X65 steel, by nanoindentation and scratch test methods. Berkovich and Vickers-type indenters were used to determine the hardness of an iron carbonate layer and its X65 steel substrate. A scratch tes

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Ockel, Manuela, Ida Albrecht, Aleyna Gökçen, Nils Thielen, Jörg Franke, and Florian Risch. "Influence of Hydrogen-Enhanced Annealing on the Morphology of Atmospheric Plasma Sprayed Copper." In ITSC 2025. ASM International, 2025. https://doi.org/10.31399/asm.cp.itsc2025p0186.

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Abstract This study analyzes the influence of reactive elements like H2 regarding hydrogen embrittlement to determine whether the porous structure of the plasma sprayed coating itself, or the thermal treatment with H2 is influencing the cohesion and microstructure. To exclude substrate-related influencing factors during testing, tensile rods of thermally sprayed coatings were manufactured.

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Overy, R. F., and A. R. Dean. "Hydraulic Fracture Testing Of Cohesive Soil." In Offshore Technology Conference. Offshore Technology Conference, 1986. http://dx.doi.org/10.4043/5226-ms.

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Gutkin, Mikhail Y., Ilya A. Ovid'ko, Alexey E. Romanov, and Alexander G. Sheinerman. "Cohesive failure of multilayer composite films." In Fourth International Workshop on Nondestructive Testing and Computer Simulations in Science and Engineering. SPIE, 2001. http://dx.doi.org/10.1117/12.417664.

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Raporty organizacyjne na temat "Cohesive testing"

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Smith, S. Jarrell, David W. Perkey, and Kelsey A. Fall. Cohesive Sediment Field Study : James River, Virginia. U.S. Army Engineer Research and Development Center, 2021. http://dx.doi.org/10.21079/11681/41640.

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Estuaries trap much of the fine sediment delivered to them by rivers. This phenomenon presents challenges to the US Army Corps of Engineers (USACE) navigation mission, which maintains navigable waterways for waterborne commerce through estuarine regions. The USACE Regional Sediment Management Program and the USACE Norfolk District are conducting a regional sediment transport modeling study to identify cost-effective sediment management schemes in the James River, a tributary estuary of Chesapeake Bay. A key element of the sediment transport modeling study is the definition of cohesive sediment

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Perkey, David, and Danielle Tarpley. Using geophysical and erosion properties to identify potential beneficial use applications for Atlantic Intracoastal Waterway sediments. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/44825.

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In an effort to identify alternative and beneficial use placement strategies for dredged sediments from the Atlantic Intracoastal Waterway (AIWW), the US Army Corps of Engineers, Savannah District (SAS), and the US Army Engineer Research and Development Center (ERDC) performed a series of physical property tests of 34 core borings from the SAS AIWW. Physical property testing found that 14 of the borings were non-cohesive sandy materials that may be suitable for potential beach renourishment or berm construction. The remaining 20 borings had mud contents sufficient enough to result in cohesive

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Perkey, David W., Danielle R. N. Tarpley, and Renée M. Styles. Using Geophysical and Erosion Properties to Identify Potential Beneficial Use Applications for Atlantic Intracoastal Waterway Sediments. U.S. Army Engineer Research and Development Center, 2022. http://dx.doi.org/10.21079/11681/44906.

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In an effort to identify alternative and beneficial use placement strategies for dredged sediments from the Atlantic Intracoastal Waterway (AIWW), the US Army Corps of Engineers, Savannah District (SAS), and the US Army Engineer Research and Development Center (ERDC) performed a series of physical property tests of 34 core borings from the SAS AIWW. Physical property testing found that 14 of the borings were non-cohesive sandy materials that may be suitable for potential beach renourishment or berm construction. The remaining 20 borings had mud contents sufficient enough to result in cohesive

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Gauglitz, Phillip A., Beric E. Wells, Judith A. Bamberger, James A. Fort, Jaehun Chun, and Jeromy WJ Jenks. The Role of Cohesive Particle Interactions on Solids Uniformity and Mobilization During Jet Mixing: Testing Recommendations. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/992368.

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Perez-Rivera, Anthony, Jonathan Trovillion, Peter Stynoski, and Jeffrey Ryan. Simulated barge impacts on fiber-reinforced polymers (FRP) composite sandwich panels : dynamic finite element analysis (FEA) to develop force time histories to be used on experimental testing. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48080.

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The purpose of this study is to evaluate the dynamic response of fiber-reinforced polymer (FRP) composite sandwich panels subjected to typical barge impact masses and velocities to develop force time histories that can be used in controlled experimental testing. Dynamic analyses were performed on FRP composite sandwich panels using the finite element method software Abaqus/Explicit. The “traction-separation” law in the Abaqus software is used to define the cohesive surface interaction properties to evaluate the damage between FRP composite laminate layers as well as the core separation within

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Honegger. L51990 Extended Model for Pipe Soil Interaction. Pipeline Research Council International, Inc. (PRCI), 2003. http://dx.doi.org/10.55274/r0010152.

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This program contributes to maintaining and improving the integrity and safety of existing pipelines with regard to ground movement hazards, and reducing the capital costs of new pipeline systems. The research program focused on the axial, lateral and complex loading of pipeline due to soil movements. It includes (1) a literature review: it presents significant issues related to modeling pipe-soil interaction with a focus to recent development since ASCE (1984); (2) axial loading: it includes a summary of the methods to estimate the axial soil forces on pipeline and recent field measurements o

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From Academia to Action: The AlignCare Journey in Pet Health Equity. Program for Pet Health Equity, 2024. http://dx.doi.org/10.7290/b1znyp.

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Imagine a future where every family, regardless of their financial situation, has access to the veterinary care their beloved pets need, along with essential services such as housing and transportation. In this vision of aligned communities, pets are recognized as integral family members, and their well-being is vital to the entire family's health and happiness. AlignCare offers a pathway to this future by providing a comprehensive, community based One Health system that aligns resources and services to support families holistically. This report details the research, development, and testing o

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