Relevant bibliographies by topics / Bond slip model

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Bond slip model'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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Journal articles on the topic "Bond slip model"

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Zhao, Quan Bin, and Xin Liang Jiang. "Research of Bond-Slip Constitutive Relation Model between Fiber Gypsum Board and Concrete Materials." Advanced Materials Research 485 (February 2012): 584–87. http://dx.doi.org/10.4028/www.scientific.net/amr.485.584.

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How to establish the bond-slip constitutive relation model of concrete and gypsum board will be of great academic significance. Through the pull-out experiment of CFFP, the load-slip curves is obtained. The characteristics and research situation of bond-slip performance at the inter face of concrete and other materials are introduced, and the bond-slip constitutive relation models are summarized at the same time. By using the fitting operation, the proposed constitutive relation is put forward , which is feasible and can be applied to further research on CFFP.
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Elmorsi, Mostafa, M. Reza Kianoush, and W. K. Tso. "Modeling bond-slip deformations in reinforced concrete beam-column joints." Canadian Journal of Civil Engineering 27, no. 3 (2000): 490–505. http://dx.doi.org/10.1139/l99-085.

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A new finite element model for reinforced concrete beam-column joints is proposed. The model considers the effects of bond-slip and shear deformations in the joint panel region. The problems associated with modeling bond-slip of anchored reinforcing bars are discussed. The proposed bond-slip model is examined at the element level by comparing its predictions with other analytical and experimental results. The ability of the model to simulate bond deterioration and eventual pullout of anchored reinforcing bars under severe cyclic excitation is demonstrated. This model is incorporated into the g
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Hong, Sungnam, and Sun-Kyu Park. "Uniaxial Bond Stress-Slip Relationship of Reinforcing Bars in Concrete." Advances in Materials Science and Engineering 2012 (2012): 1–12. http://dx.doi.org/10.1155/2012/328570.

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This paper documents a study carried out on the estimation of the bond stress-slip relationship for reinforced concrete members under axial tension loading. An analytical model is proposed that utilizes the conventional bond stress-slip theories as well as the characteristics of deformed bar and concrete cross-sectional area. An equation for the estimation of the bond stress is formulated as the function of nondimensional factors (e.g., bond stress, slip, etc.). The validity, accuracy, and efficiency of the proposed model are established by comparing the analytical results with the experimenta
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Liu, Kang. "Analytical Study on Bond Characterization of Hybrid-Bonded FRP to Concrete Interfaces." Applied Mechanics and Materials 405-408 (September 2013): 2528–33. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.2528.

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Pure adhesive bond of FRP to concrete is not only weak but also unreliable in a long term. This problem can be effectively overcome by a newly developed bond enhancement system the hybrid bonded FRP system (HB-FRP) in which small mechanical fasteners are used to augment the bond. In this paper, theoretical modeling is reported for characterization of the interfacial bond of the HB-FRP system. Local bond-slip model involving adhesive and mechanical mechanisms is proposed. Based on the basic bond-slip model, load-slip response, ultimate bond strength, and effective bond length of the HB-FRP bond
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Wu, Yu-Fei, and Xue-Mei Zhao. "Unified Bond Stress–Slip Model for Reinforced Concrete." Journal of Structural Engineering 139, no. 11 (2013): 1951–62. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000747.

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Kwak, H. G., and F. C. Filippou. "A new reinforcing steel model with bond-slip." Structural Engineering and Mechanics 3, no. 4 (1995): 299–312. http://dx.doi.org/10.12989/sem.1995.3.4.299.

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Amirul, M. S. Mohd, M. R. Raizal Saifulnaz, N. A. Farah, and S. Norazizi. "Bond slip model of FRP-to-concrete surfaces." International Journal of Sustainable Materials and Structural Systems 1, no. 4 (2014): 332. http://dx.doi.org/10.1504/ijsmss.2014.068809.

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Zou, Xing Xing, and Jing Quan Wang. "A General Load-Slip Interfacial Model for FRP-Concrete Composite Beams." Applied Mechanics and Materials 501-504 (January 2014): 758–65. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.758.

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The present study investigated the effects of shear slip on the deformation and strength of FRP-concrete composite beams. The load-slip curves were found consisting of two phrases: load kept increasing without any interfacial slip in the former phrase and load went up linearly versus interfacial slip in the latter phrase. A bilinear interfacial model was therefore proposed to describe the function between interfacial shear force and slip in FRP-Concrete composite beams. Two dominant parameters in the model, initial bond stress (vs) and shear stiffness of the interface (k), were defined accordi
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GUPTA, V. K. "BROWNIAN DYNAMICS SIMULATION OF CATCH TO SLIP TRANSITION OVER A MODEL ENERGY LANDSCAPE." Journal of Biological Systems 24, no. 02n03 (2016): 275–93. http://dx.doi.org/10.1142/s0218339016500145.

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We perform Brownian dynamics simulation (BDS) of catch to slip transition over a model energy landscape. Through our BDS we demonstrate that for forces below the critical force the bond rupture occurs mostly through the catch pathway while for forces above the critical force the bond rupture occurs mostly through the slip pathway. We also demonstrate that the shoulder in the bond rupture force distribution switches to peak as the loading rate increases progressively and the bond lifetime is maximized at the model dependent critical force. The force dependent bond lifetime obtained via transfor
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Hwang, Ju-Young, and Hyo-Gyoung Kwak. "FE analysis of circular CFT columns considering bond-slip effect: A numerical formulation." Mechanical Sciences 9, no. 2 (2018): 245–57. http://dx.doi.org/10.5194/ms-9-245-2018.

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Abstract. In this paper, a numerical model for the analysis of bond-slip occurring in concrete filled steel tube (CFT) columns is introduced. Unlike the classical bond-link or bond-zone element using double nodes, the introduced model considers the bond-slip effect without taking double nodes by incorporation of the equivalent steel stiffness. Upon constructing the equations system on the basis of the force equilibrium and the compatibility condition at each nodal point, the deformations in a steel tube are determined, followed by evaluation of the bond-slip. Moreover, as a part of solving the
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Dissertations / Theses on the topic "Bond slip model"

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An, Feng-Chen. "Modelling of FRP-concrete interfacial bond behaviour." Thesis, University of Edinburgh, 2015. http://hdl.handle.net/1842/10511.

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Externally bonding of fibre-reinforced polymer (FRP) strips or sheets has become a popular strengthening method for reinforced concrete structures over the last two decades. For most such strengthened concrete beams and slabs, the failure is at or near the FRP-concrete interface due to FRP debonding. The objective of this thesis is to develop a deeper understanding of the debonding behaviour of the FRP-concrete interface through mesoscale finite element simulation. Central to the investigation is the use of the concrete damaged plasticity (CDP) model for modelling the concrete. The FRP is trea
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Wang, X., S. Dong, Ashraf F. Ashour, S. Ding, and B. Han. "Bond behaviors between nano-engineered concrete and steel bars." Elsevier, 2021. http://hdl.handle.net/10454/18564.

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Yes<br>This paper investigated the bond characteristics between eight types of nanofillers modified reactive powder concrete (RPC) and plain steel bars, aiming to explore the modifying mechanisms and establish a bond-slip relationship model for nanofillers modified RPC and steel bar interface. The experimental results indicated that the incorporation of nanofillers can increase the bond strength and reduce the slip between RPC and plain steel bars. It was shown that a 2.15 MPa/20.5% of absolute/relative increase in cracking bond strength, a 1.25 MPa/10.3% of absolute/relative increase in ultim
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Mohammad, Mahdi Raouffard. "Structural Behavior of Reinforced Concrete Elements and Subassemblies under Fire Conditions." Kyoto University, 2018. http://hdl.handle.net/2433/231999.

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Al-Jelawy, Haider. "Experimental and Numerical Investigations on Bond Durability of CFRP Strengthened Concrete Members Subjected to Environmental Exposure." Master's thesis, University of Central Florida, 2013. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/5903.

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Fiber reinforced polymer (FRP) composites have become an attractive alternative to conventional methods for external-strengthening of civil infrastructure, particularly as applied to flexural strengthening of reinforced concrete (RC) members. However, durability of the bond between FRP composite and concrete has shown degradation under some aggressive environments. Although numerous studies have been conducted on concrete members strengthened with FRP composites, most of those studies have focused on the degradation of FRP material itself, relatively few on bond behavior under repeated mechani
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Turgut, Can. "Prise en compte de la liaison acier béton dans le comportement d’éléments de structure en béton armé." Thesis, Paris 10, 2018. http://www.theses.fr/2018PA100170/document.

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Le comportement de l’interface acier-béton a une grande importance lorsque la fissuration des structures en béton armé est étudiée. Une approche par éléments finis a été proposée par (Torre-Casanova, 2013) et (Mang, 2016) pour représenter l'interface acier-béton dans les simulations de structures à grandes dimensions Le modèle proposé permet de calculer le glissement tangentiel entre l'acier et le béton. L’objectif de cette étude est d’améliorer ce modèle initial pour le rendre plus efficace et plus représentatif. Le document est découpé en trois parties : 1) Le modèle initial de liaison est é
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Xing, Chenxi. "An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints." Diss., Virginia Tech, 2019. http://hdl.handle.net/10919/92873.

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Reinforced concrete (RC) moment frame structures make up a notable proportion of buildings in earthquake-prone regions in the United States and throughout the world. The beam-column (BC) joints are the most crucial regions in a RC moment frame structure as any deterioration of strength and/or stiffness in these areas can lead to global collapse of the structure. Thus, accurate simulations of the joint behavior are important for assessment of the local and global performance of both one-way and two-way interior BC joints. Such simulations can be used to study the flexural-shear-bond interaction
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Richter, Mike. "Entwicklung mechanischer Modelle zur analytischen Beschreibung der Materialeigenschaften von textilbewehrtem Feinbeton." Doctoral thesis, Technische Universität Dresden, 2004. https://tud.qucosa.de/id/qucosa%3A24558.

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The aim of this work is the development of mechanical models on a mesoscopic level for the analytical description of the material properties of textile reinforced concrete (TRC). For the modelling of the heterogeneous structure of TRC the concept of representative volume elements (RVE) is used. RVEs are representative for the mesoscopic structure. The overall material behaviour on the macroscopic level is obtained by means of homogenisation of the heterogeneous material behaviour on the mesoscopic level. Based on the micro mechanical solution of the elastic field of an ellipsoidal inclusion ac
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Khalaf, Jamal. "Development of non-linear bond stress-slip models for reinforced concrete structures in fire." Thesis, Brunel University, 2017. http://bura.brunel.ac.uk/handle/2438/14863.

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Exposure of concrete structures to high temperatures leads to significant losses in mechanical and physical properties of concrete and steel reinforcement as well as the bond characteristics between them. Degradation of bond properties in fire may significantly influence the load capacity of concrete structures. Therefore the bond behaviours need to be considered for the structural fire engineering design of reinforced concrete structures. At present, the information about the material degradations of concrete and reinforcing steel bars at elevated temperatures are generally available. However
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Rukavina, Tea. "Multi-scale damage model of fiber-reinforced concrete with parameter identification." Thesis, Compiègne, 2018. http://www.theses.fr/2018COMP2460/document.

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Dans cette thèse, plusieurs approches de modélisation de composites renforcés par des fibres sont proposées. Le matériau étudié est le béton fibré, et dans ce modèle, on tient compte de l’influence de trois constituants : le béton, les fibres, et la liaison entre eux. Le comportement du béton est analysé avec un modèle d’endommagement, les fibres d'acier sont considérées comme élastiques linéaires, et le comportement sur l'interface est décrit avec une loi de glissement avec l’extraction complète de la fibre. Une approche multi-échelle pour coupler tous les constituants est proposée, dans laqu
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Richter, Mike. "Entwicklung mechanischer Modelle zur analytischen Beschreibung der Materialeigenschaften von textilbewehrtem Feinbeton." [S.l.] : SLUB Dresden , TU Dresden , Fak. Bauingenieurwesen , Inst. für Mechanik und Flächentragwerke, 2005. http://www.bsz-bw.de/cgi-bin/xvms.cgi?SWB12046052.

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Book chapters on the topic "Bond slip model"

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Mazzarolo, E., T. Zordan, and B. Briseghella. "Bond slip model for generalized excitations." In Bridge Maintenance, Safety, Management, Resilience and Sustainability. CRC Press, 2012. http://dx.doi.org/10.1201/b12352-272.

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Cesetti, A., G. Mancini, F. Tondolo, and C. Vesco. "Bond-slip model for corroded steel in concrete." In Concrete Repair, Rehabilitation and Retrofitting IV. CRC Press, 2015. http://dx.doi.org/10.1201/b18972-17.

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Desnerck, P., G. De Schutter, and L. Taerwe. "Modified local bond stress—slip model for self-compacting concrete." In Advances in Cement-Based Materials. CRC Press, 2009. http://dx.doi.org/10.1201/b10162-11.

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"Modified local bond stress—slip model for self-compacting concrete." In Advances in Cement-Based Materials. CRC Press, 2009. http://dx.doi.org/10.1201/b10162-14.

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Harmon, T., and M. So. "Total bond-slip and friction-dilatancy membrane model for R/C structures." In Structures and Granular Solids. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9780203884447.ch24.

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"Total bond-slip and friction-dilatancy membrane model for R/C structures." In Structures and Granular Solids. CRC Press, 2008. http://dx.doi.org/10.1201/9780203884447-28.

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"Compute development length for BFRP bars based on the bond-slip constitutive model." In Resources, Environment and Engineering II. CRC Press, 2015. http://dx.doi.org/10.1201/b19136-9.

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Arasteh, Ehsan, and Francis Assadian. "New Robust Control Design of Brake-by-Wire Actuators." In Automotive System Engineering - New Methods and Optimal Solutions [Working Title]. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.94581.

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This chapter discusses control design of three different brake-by-wire actuators. The brakes studied include an Electro-Hydraulic brake with pressure modulation for wheel slip control, and two different Electro-Mechanical Brake configurations that directly use electric motors to control the movement of the caliper for wheel slip control. After modeling the actuators with the use of bond graphs, a cascaded control architecture is used to control these active systems. Individual controllers are designed using Youla robust control design method. Then, a feed-forward disturbance rejection is designed and added to the loops and its effectiveness is analyzed. Finally, a one-wheel model is used to compare these brake-by-wire systems in terms of stopping distance and actuator efforts.
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Erman, Burak, and James E. Mark. "Intermolecular Effects: II. Constraints along Network Chains." In Structures and Properties of Rubberlike Networks. Oxford University Press, 1997. http://dx.doi.org/10.1093/oso/9780195082371.003.0006.

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In the constrained-junction model presented in chapter 3, intermolecular correlations were assumed to suppress the fluctuations of junctions. According to this model, the elastic free energy of a network varies between the free energies of the phantom and the affine networks. In a second group of models, to be introduced here, there is a constraining action of entanglements along the chains that may further contribute to the elastic free energy, as if they were additional (albeit temporary) junctions. Consequently, the upper bound of the elastic free energy of such networks may exceed that of an affine network. Since the entanglements along the chain contour are explicitly taken into account in the models, they are referred to as the constrained-chain models. The idea of constrained-chain theories originates from the trapped-entanglement concept of Langley, and Graessley, stating that some fraction of the entanglements which are present in the bulk polymer before cross-linking become permanently trapped by the cross-linking and act as additional cross-links. These trapped entanglements, unlike the chemical cross-links, have some freedom, and the two chains forming the entanglement may slide relative to one other. The two chains may therefore be regarded as being attached to each other by means of a fictitious “slip-link,” as is illustrated schematically in figure 4.1. The entangled system of chains representing the real situation is shown in part (a), and the representation of two entangled chains in this system joined together by a sliplink is shown in part (b). The slip-link may move along the chains by a distance a, which is inversely proportional to the severity of the entanglements. A model based on this picture of slip-links was first proposed by Graessley, and a more rigorous treatment of the slip-link model was given by Ball et al. and subsequently simplified by Edwards and Vilgis; section 4.1 describes this latter treatment in detail. In section 4.2, we present the extension of the Flory constrained junction model to the constrained-chain model by including the effects of constraints along chains, following Erman and Monnerie. One of the newest approaches, the diffused-constraints model, is then described briefly in section 4.3.
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Lu, X. Z., J. G. Teng, L. P. Ye, and J. J. Jiang. "BOND-SLIP MODELS FOR FRP SHEET/PLATE-TO-CONCRETE INTERFACES." In Advanced Polymer Composites for Structural Applications in Construction. Elsevier, 2004. http://dx.doi.org/10.1533/9781845690649.2.152.

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Conference papers on the topic "Bond slip model"

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ULAGA, T., T. VOGEL, and U. MEIER. "BILINEAR STRESS-SLIP BOND MODEL: THEORETICAL BACKGROUND AND SIGNIFICANCE." In Proceedings of the Sixth International Symposium on FRP Reinforcement for Concrete Structures (FRPRCS–6). World Scientific Publishing Company, 2003. http://dx.doi.org/10.1142/9789812704863_0012.

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Yoo, Seung-Woon, and Jun-Sang Yoo. "Simple Bond Stress-Slip Experimental Model between GFRP Plate and Cast in-place HPFRCC." In Architecture and Civil Engineering 2016. Science & Engineering Research Support soCiety, 2016. http://dx.doi.org/10.14257/astl.2016.124.05.

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Chen, Xuelian, Xiaoming Tang, Shengqing Li, and Yuanda Su. "CHARACTERIZING CEMENT BOND QUALITY USING SLIP-INTERFACE THEORY AND COUPLING STIFFNESS." In 2021 SPWLA 62nd Annual Logging Symposium Online. Society of Petrophysicists and Well Log Analysts, 2021. http://dx.doi.org/10.30632/spwla-2021-0060.

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Cased-hole acoustic-wave modeling using the slip-interface theory is applied to cement bond evaluation, allowing for characterizing various bonding issues caused by poor bonding, lack of a cement, interface roughness and irregularity, micro-annulus, etc. The new theory models the interface between casing and cement (or cement and formation) as a slip boundary governed by normal and tangential coupling stiffness parameters. With the new theory and the stiffness parameters, we can model various wave phenomena for bond quality variation between the free-pipe and well bonded conditions. The modeli
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Gibert, James M., Daniel T. McCullough, Georges M. Fadel, Grant K. M. Martin, and Eric M. Austin. "Stick-Slip Dynamics in Ultrasonic Consolidation." In ASME 2009 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/detc2009-86527.

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Ultrasonic consolidation (UC) is a solid state rapid manufacturing process derived from ultrasonic welding of thin metal foils coupled with contour milling to achieve functional accurate components. Solidica Inc developed the process. The bonding of metal is accomplished by the local application of high frequency vibration energy under pressure producing a metallurgical bond without melting the base material. Its unique nature allows the design and fabrication of structural panels for satellites, production of injection molding tools, functionally graded structures, metal-matrix composites, em
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Brown, Forbes T. "Simulating Distributed-Parameter Multiphase Thermodynamic Systems Using Bond Graphs." In ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-39291.

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The use of convection bond graphs with temperature, mass and volume as state variables allows the associated thermodynamic properties of a wide variety of single and multi-phase fluids to be found accurately without iteration, using available formulas. As a result, non-experts can simulate efficiently unsteady systems with compressible flow and heat transfer, as long as the system is modeled with discrete compartments. This paper addresses the discretization of a heat exchanger under changing phase conditions into a finite element model, assuming no slip between phases in thermodynamic equilib
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leon, Roberto T., Ioannis Koutromanos, and Chenxi Xing. "Advanced Simulations for Seismic Design of Reinforced Concrete Joints." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1706.

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&lt;p&gt;The seismic performance of older reinforced concrete moment frames in recent earthquakes indicates that these buildings are particularly vulnerable to collapse. Although extensive experimental research over the last three decades has clarified some of the mechanisms governing the behavior of this structural typology, detailed modeling of their behavior has remained elusive. A primary reason is that our ability to model the beam-column-slab connections is poor when shear cracking and bond degradation interact strongly. In this work, two types of advanced models have been developed to a
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Sarker, Md Mejbahul, D. Geoff Rideout, and Stephen D. Butt. "Advantages of an LQR Controller for Stick-Slip and Bit-Bounce Mitigation in an Oilwell Drillstring." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-87856.

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Failure of oilwell drillstrings is very costly in terms of money and time. There are many reasons for drillstring failure, such as vibration, fatigue, and buckling. Stick-slip vibration has received considerable attention in recent years with increasing use of polycrystalline diamond compact (PDC) bits in harder formations, and has motivated extensive research on this type of drillstring vibration. This paper addresses the advantages of a linear quadratic regulator (LQR) controller, compared to a spring-damper isolator, for stick-slip and bit-bounce mitigation in an oilwell drillstring. A bond
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Velazquez Alcantar, Jose, Francis Assadian, Ming Kuang, and Eric Tseng. "Optimal Longitudinal Slip Ratio Allocation and Control of a Hybrid Electric Vehicle With eAWD Capabilities." In ASME 2016 Dynamic Systems and Control Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/dscc2016-9629.

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This paper introduces a Hybrid Electric Vehicle (HEV) with eAWD capabilities via the use of a traditional Series-Parallel hybrid transaxle at the front axle and an electric Rear Axle Drive (eRAD) unit at the rear axle. Such a vehicle requires proper wheel torque allocation to the front and rear axles in order to meet the driver demands. A model of the drivetrain is developed using Bond Graphs and is used in co-simulation with a vehicle model from the CarSim software suite for validation purposes. A longitudinal slip ratio control architecture is proposed which allocates slip ratio to the front
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Chatterjee, Arya, Joel L. Plawsky, and Peter C. Wayner. "A Boundary Value Model for an Evaporating Meniscus." In 2010 14th International Heat Transfer Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ihtc14-22677.

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The constrained vapor bubble (CVB) experiment is an experiment to study the effect of low Bond numbers on the microscopic and macroscopic transport in a heat pipe. The microscopic (∼30 μm) contact line region, where the solid, liquid and vapor phase meet, is of fundamental importance in this study of fluid flow and heat transfer. This region, while dominated by interfacial forces, is controlled by the boundary conditions set by physics at the macroscopic scale (∼1 mm) on one side and the microscopic scale (∼ 0.1 μm) on the other. Recent experimental investigation by our group has shown that an
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Deur, Josˇko, Matthew Hancock, and Francis Assadian. "Modeling of Active Differential Dynamics." In ASME 2008 International Mechanical Engineering Congress and Exposition. ASMEDC, 2008. http://dx.doi.org/10.1115/imece2008-69248.

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Active differentials are increasingly being used in high-end vehicles in order to improve the overall performance of vehicle dynamics control systems. The active differentials can be divided into active limited slip differentials and torque vectoring differentials. This paper presents the development of a generalized mathematical model of active differential dynamics using the bond graph modeling technique. Different levels of model complexity are considered, starting from a second-order model with lumped input and output inertia towards high order models including the gear inertia and halfsha
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