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Relevant bibliographies by topics / Repeated loading

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Academic literature on the topic 'Repeated loading'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 February 2022

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Journal articles on the topic "Repeated loading"

1

Ogawa, Keita, Kosuke Shimizu, Mariko Yamasaki, and Yasutoshi Sasaki. "Fatigue behavior of Japanese cypress (Chamaecyparis obtusa) under repeated compression loading tests perpendicular to the grain." Holzforschung 71, no. 6 (2017): 499–504. http://dx.doi.org/10.1515/hf-2016-0227.

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Abstract The purpose of this study was to gain an in-depth understanding of the fatigue behavior of Japanese cypress as a result of compression. Repeated compression loading tests were conducted on small clear wood specimens in the form of a pulsating triangular wave of frequency 1.0 Hz, and 864000 repeated loading cycles were performed. The change in stiffness and the maximum strain (STRmax) with repeated loadings were investigated, based on the stress-strain relationship obtained from the test. Stiffness hardly changed under conditions of low stress levels (SLs), even under repeated loading.

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Soh, C. K., S. P. Chiew, and Y. X. Dong. "Concrete—steel bond under repeated loading." Magazine of Concrete Research 54, no. 1 (2002): 35–46. http://dx.doi.org/10.1680/macr.2002.54.1.35.

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Scholz, H. "P‐Delta Effect Under Repeated Loading." Journal of Structural Engineering 116, no. 8 (1990): 2070–82. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:8(2070).

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Rteil, Ahmad, Khaled Soudki, and Timothy Topper. "Mechanics of bond under repeated loading." Construction and Building Materials 25, no. 6 (2011): 2822–27. http://dx.doi.org/10.1016/j.conbuildmat.2010.12.053.

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Zhao, Xuehang, Haifeng Li, Tong Chen, Bao’an Cao, and Xia Li. "Mechanical Properties of Aluminum Alloys under Low-Cycle Fatigue Loading." Materials 12, no. 13 (2019): 2064. http://dx.doi.org/10.3390/ma12132064.

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In this paper, the mechanical properties of 36 aluminum alloy specimens subjected to repeated tensile loading were tested. The failure characteristics, stress-strain hysteresis curves and its corresponding skeleton curves, stress cycle characteristics, and hysteretic energy of specimens were analyzed in detail. Furthermore, the finite element model of aluminum alloy specimens under low-cycle fatigue loading was established and compared with the experimental results. The effects of specimen parallel length, parallel diameter, and repeated loading patterns on the mechanical properties of aluminu

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Almaskari, Fahad, and Farrukh Hafeez. "Study on behaviour of geometrically scaled glass reinforced epoxy tubes subjected to non-coincident quasi static-indentation." International Journal of Structural Integrity 9, no. 5 (2018): 675–92. http://dx.doi.org/10.1108/ijsi-12-2017-0078.

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Purpose The purpose of this paper is to study the behaviour of glass reinforced epoxy tubes subjected to repeated indentation loads at two non-coincident indentations 180° apart. Design/methodology/approach Four geometrically scaled specimens ranging from 100 to 400 mm diameter were used in repeated indentation tests. Force, displacement and damage growth were recorded for loading and unloading until the indenter returned to its original starting point. Findings Similar scaled trends were observed between the non-coincidental loadings. Unlike reported response form coincidental loadings, the r

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Nnadi, G. N., and R. J. Mitchell. "Behaviour of cemented sandfills under repeated loadings." Canadian Geotechnical Journal 28, no. 5 (1991): 746–52. http://dx.doi.org/10.1139/t91-089.

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Two series of tests were conducted to study the behaviour of cemented tailings backfills materials under repeated loading conditions. Drained triaxial and drained plane strain boundary conditions were used in this experimental work. Two distinct patterns of behaviour were found to exist, and these were separated by a critical stress level close to the static strength of the cemented materials. These materials can sustain instantaneous repeated loading deviatoric stresses of 1.2 times the static strength for up to a dozen stress applications but generally reach a failure state with multiple app

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Jin, O., H. Lee, and S. Mall. "Investigation Into Cumulative Damage Rules to Predict Fretting Fatigue Life of Ti-6Al-4V Under Two-Level Block Loading Condition1." Journal of Engineering Materials and Technology 125, no. 3 (2003): 315–23. http://dx.doi.org/10.1115/1.1590998.

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The effects of variable amplitude loading on fretting fatigue behavior of titanium alloy, Ti-6Al-4V were examined. Fretting fatigue tests were carried out under constant stress amplitude and three different two-level block loading conditions: high-low (Hi-Lo), low-high (Lo-Hi), and repeated block of high and low stress amplitudes. The damage fractions and fretting fatigue lives were estimated by linear and non-linear cumulative damage rules. Damage curve analysis (DCA) and double linear damage rule (DLDR) were capable to account for the loading order effects in Hi-Lo and Lo-Hi loadings. In add

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9

KOH, Ki, and Koichi TAKANASHI. "RELIABILITY THEORY OF STRUCTURES UNDER REPEATED LOADING." Journal of Structural and Construction Engineering (Transactions of AIJ) 437 (1992): 11–20. http://dx.doi.org/10.3130/aijsx.437.0_11.

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Munck, Matthias De, Jolien Vervloet, Michael El Kadi, et al. "Repeated Loading of Cement Composite Sandwich Beams." Proceedings 2, no. 8 (2018): 479. http://dx.doi.org/10.3390/icem18-05353.

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Dissertations / Theses on the topic "Repeated loading"

1

Abbas, Fattah Khudyair. "The behaviour of plated structures under repeated loading." Thesis, Cardiff University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.314676.

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Conn, Gerald Michael. "The two-way repeated loading of a silty clay." Thesis, Loughborough University, 1988. https://dspace.lboro.ac.uk/2134/14564.

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The main aim of the research was to study the behaviour of a silty clay under two-way cyclic loading. Equipment was developed for the application of a sinusoidally varying deviator stress to a sample in the triaxial cell. The equipment was designed to apply deviator stresses in both compression and extension during each cycle. ii A programme of monotonic and two-way cyclic triaxial tests has been performed on samples of Keuper Marl, isotropically consolidated to a range of stress histories. The build-up of strain and pore pressure during repeated loading is discussed. A model is developed, wit

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Loach, Simon C. "Repeated loading of fine grained soils for pavement design." Thesis, University of Nottingham, 1987. http://eprints.nottingham.ac.uk/13693/.

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The primary aim of this research was to investigate the behaviour of a clay subjected to a loading regime similar to that experienced by a road subgrade under traffic loading in Great Britain. The material used was Keuper Marl. The samples were anisotropically consolidated in a triaxial apparatus from a slurry which allowed careful control over the stress history and produced uniform samples. The samples were fully instrumented and the apparatus was capable of applying repeated axial and radial stresses. The test programme was designed to investigate the resilient and permanent response of the

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4

Thom, Rachael. "Performance of unsaturated soil under monotonic and repeated loading." Thesis, Queen's University Belfast, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.486217.

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Unsaturated soils constitute a large proportion of the foundation materials supporting infrastructure throughout the world and they are subject to various loading conditions. The research into the behaviour of unsaturated soils has been ignored for many centuries; however the recent years have witnessed a surge of research activities looking into various aspects. The present research reported in this thesis places emphasis on the perfomlance of unsaturated soils under repeated loading. As part of the research, a series of monotonic and repeated load triaxial tests were perfonned on samples of

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Shaw, Marcus Robert. "Crack growth rates under fatigue and repeated impact loading on reactor graphites." Thesis, University of Liverpool, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.316970.

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Shangase, Thobani Paul. "Changes in material characteristics of AISI 430 stainless steel plates subjected to repeated blast loading." Master's thesis, University of Cape Town, 2017. http://hdl.handle.net/11427/27391.

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Structures deform at high strain rates and temperatures when exposed to impulsive loads. To accommodate the macro change there are microstructural changes that occur, i.e., grain morphology and shear banding. Most studies report on macroscopic response, i.e., large inelastic deformation and tearing of the structure, while limited studies have reported on microscopic changes that develop in the structure. The microstructure is directly related to the mechanical properties and performance of the material. Therefore, understanding the effect of high strain rate loadings on the microstructural evo

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Hogg, Victoria. "Effects of repeated loading on masonry arch bridges and implications for the serviceability limit state." Thesis, University of Nottingham, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.362899.

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Hau, Kah Wai. "Application of a three-surface kinematic hardening model to the repeated loading of thinly surfaced pavements." Thesis, University of Nottingham, 2003. http://eprints.nottingham.ac.uk/10045/.

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Little effort has been made to apply the Critical State Soil Mechanics concept to the prediction of pavement response. The aim of this research is to apply soil mechanics principles, particularly the kinematic hardening concept, to the prediction of the response of lightly trafficked pavements to repeated loading. For this purpose, the finite element critical state program CRISP is used. A comparison is made between the predictions given by the three-surface kinematic hardening (3-SKH) model and a layered elastic analysis BISAR for the resilient deformation produced by repeated loading of a th

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Richardson, Ian R. "The stress-strain behaviour of dry granular material subjected to repeated loading in a hollow cylinder apparatus." Thesis, University of Nottingham, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.287191.

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Abdi, Hadj. "Behaviour of clayey soils under slow repeated loading and laboratory estimation of K(0) for overconsolidated sands." Thesis, University of Ottawa (Canada), 1994. http://hdl.handle.net/10393/6772.

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Repeated undrained load tests were carried out under the application of cyclic deviator stresses at a frequency that varies from 0.0001 Hz up to 0.001 Hz. For a specific amplitude of applied stress, a critical level of repeated loading (CLRL) was evaluated for both kaolinite and crust clays. The strength of the soil is affected by the frequency, cyclic fluctuation of water table, and the amount of axial strain developed during cycling. The decrease in postcyclic strength is strain-dependent. It is further shown that cycling below the CLRL causes an increase in the overconsolidation of the clay

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Books on the topic "Repeated loading"

1

Steves, M. A. Response of highway barriers to repeated impact loading: Concrete barriers. Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1985.

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2

Kaushik, Iyer, and Rubin Carol A, eds. Structural shear joints: Analyses, properties and design for repeat loading. ASME Press, 2005.

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3

R, Narayanan, and Roberts T. M. 1946-, eds. Structures subjected to repeated loading. Elsevier Applied Science, 1991.

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4

Structures Subjected to Repeated Loading. Routledge, 2006. http://dx.doi.org/10.4324/9780203975046.

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Narayanan, R. Structures Subjected to Repeated Loading (Stability and Strength). Spon Press, 1990.

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R, Narayanan, and Roberts T. M. 1946-, eds. Structures subjected to repeated loading: Stability and strength. Elsevier Applied Science, 1991.

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7

Conn, Gerald Michael. The two-way repeated loading of a silty clay. 1988.

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8

Iyer, K. A., G. T. Hahn, and C. A. Rubin. Structural Shear Joints: Analysis, Properties and Design for Repeated Loading. Elsevier Science & Technology, 2005.

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Book chapters on the topic "Repeated loading"

1

Bennett, E. W. "Partially Prestressed Concrete Members: Repeated Loading." In Partial Prestressing, From Theory to Practice. Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4438-1_6.

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2

Osman, A., R. M. Korol, and A. Ghobarah. "Bolted beam-to-column subassemblages under repeated loading." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri. University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-087.

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3

Raad, Lutfi, and Dieter Weichert. "Stability of Pavement Structures Under Long Term Repeated Loading." In Inelastic Behaviour of Structures under Variable Loads. Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0271-1_27.

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4

Lok, T. S., J. A. J. Hamel, J. R. White, and G. A. Nield. "Some Observations of Damaged Bridge Specimens Subjected to Repeated Loading." In Fracture of Engineering Materials and Structures. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3650-1_129.

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5

Takagaki, M., Y. Toi, and T. Asayama. "Fatigue Damage Analysis of Reactor Vessel Model Under Repeated Thermal Loading." In Computational Methods in Engineering & Science. Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/978-3-540-48260-4_41.

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6

Kutmanová, I., M. Škaloud, and K. Januš. "“Breathing” of Longitudinally Stiffened Steel Webs Subject to Repeated Partial Edge Loading." In Contact Loading and Local Effects in Thin-walled Plated and Shell Structures. Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/978-3-662-02822-3_20.

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Gokhfeld, D. A., and O. S. Sadakov. "A Unified Mathematical Model for Plasticity and Creep Under Variable-Repeated Loading." In Creep in Structures. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-84455-3_2.

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8

Rayabharapu, Vijay Kumar, and Sireesh Saride. "Geocell Reinforced Dense Sand Bases Overlying Weak Sand Sub-grades Under Repeated Loading." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0559-7_32.

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Gokhfeld, D. A., O. S. Sadakov, and O. F. Cherniavsky. "Related Mathematical Models for Solids and Structures Deformation and Failure Processes Under Repeated Loading." In Inelastic Behaviour of Structures under Variable Loads. Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0271-1_4.

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Gupta, Gaurav, Hemant Sood, and Pardeep Kumar Gupta. "Behaviour of Stabilized Soils Under Repeated Traffic Loading: A Review and Future Research Directions." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6466-0_6.

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Conference papers on the topic "Repeated loading"

1

Thiruppukuzhi, Srikanth, and Zeynel Arslanoglu. "Methodology to Predict Product Reliability Under Repeated Random Loading." In 2007 Proceedings Annual Reliability and Maintainability Sympsoium. IEEE, 2007. http://dx.doi.org/10.1109/rams.2007.328073.

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Zhao, Hai-bin, Yan-ji Hong, Tie-jun Zhou, Can-yan Cui, and Chao-jun Xin. "Studies on measurement of pulse thrust with repeated loading." In Photonics Asia 2007, edited by Dianyuan Fan and Robert F. Walter. SPIE, 2007. http://dx.doi.org/10.1117/12.758363.

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3

Chen, Cheng, Louis Ge, and Jia Sheng Zhang. "Modeling Resilient Modulus of Unbound Granular Materials under Repeated Loading." In GeoHunan International Conference 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41046(353)2.

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Dahal, Beema, S. M. Naziur Mahmud, and Debakanta Mishra. "Simulating Ballast Breakage Under Repeated Loading Using the Discrete Element Method." In 2018 Joint Rail Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/jrc2018-6117.

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The ballast layer in a railroad track helps distribute loads from the superstructure to the formation; a well-designed ballast layer is also meant to prevent excessive vertical, lateral and longitudinal movement of the track under loading. When subjected to repeated loading, the granular ballast particles often undergo breakage leading to significant changes in the shear strength as well as drainage characteristics of the ballast layer. Excessive ballast degradation leads to increased vertical settlements, and is often associated with speed restrictions and increased passenger discomfort. Seve

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Takahashi, Kosuke, Hiroaki Kitoh, Hisao Tsunokake, and Hajime Ohuchi. "Interface Shear Transfer of Diagonally Arranged Reinforcing Bars under Repeated Loading." In Structures Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)308.

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Nishimura, N., K. Murase, and T. Ito. "Nondestructive evaluation of spall damage under repeated impact with ultrasonic method." In DYMAT 2009 - 9th International Conferences on the Mechanical and Physical Behaviour of Materials under Dynamic Loading. EDP Sciences, 2009. http://dx.doi.org/10.1051/dymat/2009170.

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Votzke, Callen, Kyle Clocker, Yigit Menguc, and Matthew L. Johnston. "Electrical Characterization of Stretchable Printed Liquid Metal Interconnects under Repeated Cyclic Loading." In 2019 IEEE International Conference on Flexible and Printable Sensors and Systems (FLEPS). IEEE, 2019. http://dx.doi.org/10.1109/fleps.2019.8792306.

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Pandey, Akash, S. M. Sivakumar, and Thomas Kurian. "Behaviour of a high strength low alloy steel under extreme repeated loading." In PROCEEDINGS OF THE INTERNATIONAL ENGINEERING RESEARCH CONFERENCE - 12TH EURECA 2019. AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5120216.

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Walter, Jakob R., Amr M. Morsy, and Jorge G. Zornberg. "Experimental and Numerical Investigation of Lateral Earth Pressures Generated from Repeated Loading." In IFCEE 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481608.016.

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Asha, M. N., and G. Madhavi Latha. "Strength Behaviour of Reinforced Soil-Aggregate Systems under Repeated and Cyclic Loading." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.156.

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