Relevant bibliographies by topics / Interfacial Bond Behaviour

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

Academic literature on the topic 'Interfacial Bond Behaviour'

Author: Grafiati
Published: 2 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Interfacial Bond Behaviour"

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Sul, Young-Taeg, Carina Johansson, and Tomas Albrektsson. "A novel in vivo method for quantifying the interfacial biochemical bond strength of bone implants." Journal of The Royal Society Interface 7, no. 42 (2009): 81–90. http://dx.doi.org/10.1098/rsif.2009.0060.

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Quantifying the in vivo interfacial biochemical bond strength of bone implants is a biological challenge. We have developed a new and novel in vivo method to identify an interfacial biochemical bond in bone implants and to measure its bonding strength. This method, named biochemical bond measurement (BBM), involves a combination of the implant devices to measure true interfacial bond strength and surface property controls, and thus enables the contributions of mechanical interlocking and biochemical bonding to be distinguished from the measured strength values. We applied the BBM method to a r
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Zhao, Tian Lin, Xuan Wang, Zi Hua Zhang, Zhe Jin, and Yi Jia Wang. "Mesoscale Modelling of Normal Bond Behaviour between FRP and Masonry Substrate: Effect of Mortar Joint." Key Engineering Materials 916 (April 7, 2022): 180–85. http://dx.doi.org/10.4028/p-0p330a.

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Fibre-reinforced polymers have been widely used to strengthen masonry structures which owning to their high strength-weight ratio and good durability. The interfacial strength between masonry substrate and FRP plays an essential role in the structural bearing capacity. Plenty of experiments have revealed that interfacial failure typically occurs within a thin layer of masonry near the bond line. The mortar joint's location in the masonry substrate sample influences the bond strength and failure mode and has not been thoroughly investigated. This work focuses on the effect of mortar joints on t
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Debnath, Partha Pratim, Junbo Chen, Amit H. Varma, and Tak‐Ming Chan. "Study on headed shear studs influencing the interfacial bond behaviour in CFST columns." ce/papers 6, no. 3-4 (2023): 72–77. http://dx.doi.org/10.1002/cepa.2368.

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AbstractThe performance of concrete‐filled steel tubular (CFST) columns with headed shear studs under push‐out loading has been investigated. The primary objective of the research programme was to investigate the bond behaviour between the steel tube and the infill concrete core of the square CFST column. A numerical investigation has been carried out using the commercially available finite element software. For the simulated numerical models, they have been initially validated with existing experimental results. The validations were made in terms of failure modes, bond strength‐slip curves an
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Ojo-Kupoluyi, Oluwatosin Job, Suraya Mohd Tahir, Mohamed Ariff Azmah Hanim, B. T. Hang Tuah bin Baharudin, Khamirul Amin Matori, and Mohd Shamsul Anuar. "Sintering Behaviour of Cemented Tungsten Carbide and Steel Bilayer." Key Engineering Materials 740 (June 2017): 60–64. http://dx.doi.org/10.4028/www.scientific.net/kem.740.60.

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The target of processing bimaterial components by cost effective powder metallurgy is to combine unique properties from different parts of the component. Differential shrinkage rate and more often, radial mismatch which is more consistent in bilayer owing to sintering conditions (time, rate, temperature etc.) is known to compromise the interfacial bond strength and integrity of these components. Therefore, the aim of this study is to analyze the sintering compatibility and evaluate the mismatch strain in cemented tungsten carbide (WC-Fe-C) and steel (Fe-W-C) bilayer processed through powder me
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Hollý, Ivan, Juraj Bilčík, and Katarína Gajdošová. "Numerical Modeling of Reinforcement Corrosion on Bond Behaviour." Solid State Phenomena 249 (April 2016): 191–96. http://dx.doi.org/10.4028/www.scientific.net/ssp.249.191.

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Chloride-induced steel corrosion is one of the major deterioration problems for steel reinforced concrete structures. Its effects on RC structures include cracking of the concrete cover, reduction and eventually loss of bond between concrete and corroding reinforcement, and reduction of cross-sectional area of reinforcing steel. The accumulated corrosion products on the bar surface cause longitudinal cracking of the concrete cover. Loss of concrete cover leads to reduction in bond strength at the interfacial zone between the two materials. In addition, the deterioration of the ribs of the defo
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Ren, Fei Fan, Zhen Jun Yang, and Chao Xu. "Numerical Simulation of the Interfacial Behaviour of Grouted Rockbolts in Tunnel Support Based on a Tri-Linear Bond-Slip Model." Advanced Materials Research 446-449 (January 2012): 1769–74. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1769.

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Grouted rockbolts are widely used in tunneling excavation. However, the rockbolt design is still basically empirical, the mechanical behavior of grouted rockbolts, especially the interfacial behavior, has never been studied systematically. First of all, a tri-linear bond slip model is proposed for modeling the rockbolt interfacial behavior. Then analytical solutions to grouted rockbolt are presented on the basis of a tri-linear bond-slip model. Finally, a numerical model using Abaqus program to simulate the tunnel rockbolt is proposed. This model uses cohesive elements to simulate debonding al
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Kumar, Aman, Harish Chandra Arora, Krishna Kumar, et al. "Prediction of FRCM–Concrete Bond Strength with Machine Learning Approach." Sustainability 14, no. 2 (2022): 845. http://dx.doi.org/10.3390/su14020845.

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Fibre-reinforced cement mortar (FRCM) has been widely utilised for the repair and restoration of building structures. The bond strength between FRCM and concrete typically takes precedence over the mechanical parameters. However, the bond behaviour of the FRCM–concrete interface is complex. Due to several failure modes, the prediction of bond strength is difficult to forecast. In this paper, effective machine learning models were employed in order to accurately predict the FRCM–concrete bond strength. This article employed a database of 382 test results available in the literature on single-la
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Szczech, D., and R. Kotynia. "Beam Bond Tests of GFRP and Steel Reinforcement to Concrete." Archives of Civil Engineering 64, no. 4 (2018): 243–56. http://dx.doi.org/10.2478/ace-2018-0072.

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AbstractThe paper presents research program of bond between glass fiber reinforced polymer bars and concrete in reference to the steel bars. Bond between the reinforcement and concrete is a crucial parameter governing a behaviour of reinforced concrete members and transferring of the internal forces from concrete to the reinforcement. The use of FRP bars as an equivalent reinforcement to steel in concrete structures has increased in recent years. The FRP bars are very different from steel, mainly due to much lower elasticity modulus and their anisotropic structure. Good performance of FRP rein
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Yao, Yong, Hui Zhang, Xin Zhang, Feifan Ren, Yaqi Li, and Zhenjun Yang. "Experimental, Analytical and Numerical Studies of Interfacial Bonding Properties between Silane-Coated Steel Fibres and Mortar." Buildings 11, no. 9 (2021): 398. http://dx.doi.org/10.3390/buildings11090398.

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A systematic investigation of the effects of silane coatings on steel fibre–mortar interfacial bond properties was conducted, combining pullout tests, analytical solutions, and meso-scale FE simulations. Nine silane coatings were tested, and their effects were evaluated by 30 single fibre pullout tests. They were found to increase the peak force and energy consumption up to 5.75 times and 2.48 times, respectively. Closed-form analytical solutions for pullout load, displacement, and interfacial stress distribution during the whole pullout process were derived based on a tri-linear bond-slip mod
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Yuan, Cheng, Wensu Chen, Thong M. Pham, Hong Hao, Jian Cui, and Yanchao Shi. "Dynamic interfacial bond behaviour between basalt fiber reinforced polymer sheets and concrete." International Journal of Solids and Structures 202 (October 2020): 587–604. http://dx.doi.org/10.1016/j.ijsolstr.2020.07.007.

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Dissertations / Theses on the topic "Interfacial Bond Behaviour"

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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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Yuan, Cheng. "Interfacial Bond Behaviour between FRP Sheet and Concrete under Static and Dynamic Loads." Thesis, Curtin University, 2020. http://hdl.handle.net/20.500.11937/79928.

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In this thesis, the effects of FRP (Fibre reinforced polymer) configurations, concrete characteristics and strain rate on the bond behaviours between FRP and concrete are investigated by intensive static and dynamic tests, analytical derivations and numerical simulations. Reliable models are proposed to predict the bonding performance. A new epoxy anchor system is proposed to enhance interfacial bond and a wave based sensing approach is used to detect the debonding process with surface mounted piezoceramic transducers.
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Daissè, Gilda. "Interfacial bond behavior of steel-FRCM composites applied to a masonry substrate." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

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In the last decades the theme of structural rehabilitation has acquired great importance and the adoption of composite materials in civil engineering applications has been a turning point in this field. The cement-based matrix of FRCM composites presents many advantages for their application to historical buildings. This dissertation presents a study of the influence of composite bonded length and width on the load response and failure mode. Two types of mortar matrix and two different steel densities were employed. The classical push pull configuration is adopted where fibers are pulled while
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Book chapters on the topic "Interfacial Bond Behaviour"

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Yuan, C., W. S. Chen, and H. Hao. "Interfacial Bond Behaviour of Fiber Reinforced Polymer Sheets Externally Bonded to Geopolymer Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_69.

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Augusthus-Nelson, Levingshan, Laurence Weekes, and Gabriele Milani. "Sensitivities of Interfacial Bond-Sip Properties in Predicting the Behaviour of FRP-Strengthened Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-44603-0_7.

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Kadish, K. M. "Electrochemistry of Metalloporphyrins Containing A Metal-Metal or Metal-Carbon Bond." In Redox Chemistry and Interfacial Behavior of Biological Molecules. Springer US, 1988. http://dx.doi.org/10.1007/978-1-4615-9534-2_2.

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Zheng, Shan Suo, Lei Li, Guo Zhuan Deng, Shun Li Che, and Wei Zhao. "Theoretical Model for Interfacial Nonlinear Bond Softening Behavior between Embedded Steel and HSHPC." In Advances in Fracture and Damage Mechanics VI. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-448-0.845.

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Yuzevych, Volodymyr, and Bohdan Koman. "MATHEMATICAL AND COMPUTER MODELING OF INTERPHASE INTERACTION IN HETEROGENEOUS SOLID STRUCTURES." In Theoretical and practical aspects of the development of modern scientific research. Publishing House “Baltija Publishing”, 2022. http://dx.doi.org/10.30525/978-9934-26-195-4-14.

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The aim of this work was to develop a mathematical model and computer modelling of interphase interaction, mechanical stresses and adhesion mechanisms between mechanically inhomogeneous media (different phases). Methodology. For the system "metal – dielectric" we use a macroscopic approach, which corresponds to the ratio of non-equilibrium thermodynamics and physics of solid surfaces. Let’s consider the system of equations and boundary conditions for describing the change of energy parameters (σh, γ), which characterize the thermodynamic state of the system of contacting bodies. Method for cal
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Zadeh M. Abdolah, van der Zwaag S., and Garcia S.J. "Corrosion protective sol-gel coatings containing reversible tetra-sulphide groups showing intrinsic healing behaviour." In Self Healing Materials. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-514-2-199.

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In this work the first generation of intrinsically healable sol-gel based polymers is reported. The dual organic-inorganic cross-linked network containing non-reversible crosslinks and reversible tetra-sulphide groups enabled thermally induced polymer flow leading to damage closure. The temperature dependent gap closure kinetics was strongly affected by the crosslinking density and tetra-sulphide content. Hot-stage coupled Raman spectroscopy was used to link the gap closure kinetics in air and nitrogen to the active number of reversible sulfur-sulfur bonds. When applied as a thick coating on A
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Ganghoffer, Jean-François. "Mechanical Models of Cell Adhesion Incorporating Nonlinear Behavior and Stochastic Rupture of the Bonds." In Handbook of Research on Computational and Systems Biology. IGI Global, 2011. http://dx.doi.org/10.4018/978-1-60960-491-2.ch027.

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The rolling of a single biological cell is analysed using modelling of the local kinetics of successive attachment and detachment of bonds occurring at the interface between a single cell and the wall of an ECM (extracellular matrix). Those kinetics correspond to a succession of creations and ruptures of ligand-receptor molecular connections under the combined effects of mechanical, physical (both specific and non-specific), and chemical external interactions. A three-dimensional model of the interfacial molecular rupture and adhesion kinetic events is developed in the present contribution. Fr
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"Research on the interfacial bond behavior between CFRP sheet and steel plate under the static load." In Civil, Architecture and Environmental Engineering. CRC Press, 2017. http://dx.doi.org/10.1201/9781315226187-78.

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Han, Chang Dae. "Rheology of Particulate-Filled Polymers, Nanocomposites, and Fiber-Reinforced Thermoplastic Composites." In Rheology and Processing of Polymeric Materials: Volume 1: Polymer Rheology. Oxford University Press, 2007. http://dx.doi.org/10.1093/oso/9780195187823.003.0018.

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Polymer composites consisting of a thermoplastic polymer forming the matrix phase and a large amount of inorganic particles (commonly referred to as fillers) or glass fibers, which are often referred to as particulate-filled polymers, are very common in the plastics and elastomer’s industries (Deanin and Schott 1974; Kraus 1965; Lubin 1969). Polymer composites are developed to achieve a set of properties not possessed by the thermoplastic polymer (i.e., polymeric matrix) alone. Polymeric matrices can be thermoplastics, which soften and behave as viscous liquids when heated to above their glass
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Conference papers on the topic "Interfacial Bond Behaviour"

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Zhang, Juhui, and Yuchuan Zhao. "FE Modeling of the Interfacial Behaviour of Precast Multi-box Girder." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0767.

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<p>To facilitate the reuse of the internal mold of precast multi-box girder and accelerate bridge construction, the torsional crossbeam at the end of precast simply supported multi-box girder needs to be changed to post-cast in-situ. Finite Element Modelling package ABAQUS 2021 was used to model the interfacial shear behaviour of the three-dimensional Z-shaped straight shear specimens. The models took into account the bond-slip relationship between the old and new concrete interfaces and the interaction between the concrete and the shear key. The models were validated and calibrated base
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RATHER, AMER ILIYAS, SAUVIK BANERJEE, and ARGHADEEP LASKAR. "AN INTEGRATED ACOUSTO-MECHANICAL ENERGY APPROACH FOR MONITORING FLEXURAL BOND-SLIP BEHAVIOUR OF GFRP BARS AND CONCRETE." In Structural Health Monitoring 2023. Destech Publications, Inc., 2023. http://dx.doi.org/10.12783/shm2023/36795.

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Mechanical testing data and acoustic emission (AE) data can be independently analysed to evaluate the bond deterioration process of glass fibre reinforced polymer (GFRP) rebars and concrete. However, one type of data may not be adequate for thorough and accurate damage characterization and assessment. Sentry function, a unitless quantity, which relates mechanical and AE energy, has been efficiently applied in polymer composites and multi-layered laminates to study damage progression, including delamination. The sentry function has not been used in any of the past studies to understand the bond
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Tsui, Y. C., and T. W. Clyne. "Adhesion of Thermal Barrier Coating Systems and Incorporation of an Oxidation Barrier Layer." In ITSC 1996, edited by C. C. Berndt. ASM International, 1996. http://dx.doi.org/10.31399/asm.cp.itsc1996p0275.

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Abstract The adhesion of various interfaces in thermal barrier coating systems strongly affects their stability and thermal cycling life. A new spontaneous debonding technique and the four point bend delamination test have been applied to measure the interfacial fracture toughnesses of various interfaces in several thermal barrier coating systems. The spontaneous debonding technique is based on spraying a relatively stiff layer on top of the ZrO2 coating. This raises the strain energy release rate for debonding, the magnitude of which is monitored via modelling of the stress distribution. The
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Sundaram, Hariharan, Dheepa Srinivasan, and James Baummer. "Microstructure, Residual Stress and Wear Behaviour of Additively Manufactured Materials: Cold Spray L605 and DMLD IN718 and Maraging Steel for Gas Turbine Fuel Nozzle Repair." In ASME 2019 Gas Turbine India Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/gtindia2019-2579.

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Abstract Inconel 718 and Maraging Steel (18Ni300) were deposited via direct metal laser deposition (DMLD) on to high strength stainless steel (SS418) as a possible solution for a fuel nozzle swirler wear application. For the same opportunity, a Cobalt based alloy, L605, was deposited using the high-pressure Cold Spray (CS) system. Detailed characterization of the two additive manufacturing processes (DMLD and Cold spray) was carried out, for porosity, microstructure, phase stability, and structural integrity (bond strength, tensile strength and wear), to assess the suitability of the two diffe
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Rao Mohan Aita, Raja Srinivasa, Tarek Omar, Anjan Amulyaratan Sarkar, et al. "Bond Strength Testing and Simulation for Grouted Pile/sleeve Connections in Aged Structures." In Abu Dhabi International Petroleum Exhibition & Conference. SPE, 2021. http://dx.doi.org/10.2118/207870-ms.

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Abstract Recently the old accommodation platform (OAP) was decommissioned in Offshore Abu Dhabi. This platform was founded on four legs with piles inside and duly grouted inside pile and annulus. The main objective of this to carry out bond strength tests and finite element (FE) analysis for retrieved OAP grouted samples to investigate if any ageing effect on the bond strength of the grouted pile/sleeve connections for aged offshore structures. Nine Sleeve/Pile samples of varying lengths from 240mm to 1200mm were extracted for testing from the decommissioned platform. Dimensional analysis was
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Huang, Xiao. "Microstructure and Oxidation Behaviour of NGB and WGB Joints With Boron/Silicon Free Nickel Base Braze Alloys." In ASME Turbo Expo 2020: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/gt2020-14017.

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Abstract In this study, the microstructure and solidus and liquidus of several Ni-Co-Hf-Zr-Ti-Al braze alloys were first examined with the objective to develop a B and Si free low melting braze alloy for narrow gap (NGB) and wide gap brazing (WGB) and turbine component repair applications. Among various alloys examined, DSC was used to measure the solidus and liquidus during heating and cooling cycles. Following the measurements of liquidus and solidus, the microstructure was evaluated using SEM. Equations for calculating solidus and liquidus based on alloy’s compositions were established and
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Ocelić, Antonija, Ana Baričević, and Marina Frančić Smrkić. "POSSIBLITIES OF USING UHPC AS A REPAIR MATERIAL." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.111.

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More and more buildings need to be repaired and strengthened, both for durability and for the effects of natural disasters such as earthquakes. The repair material should ensure compatibility with the substructure materials and contribute to their improvement. The continuous development of materials has led to their excellent properties and application possibilities. In addition, the new generation of materials offers more environmentally friendly solutions, which is certainly in line with repair as part of sustainable development. In an effort to meet all these requirements, the use of mortar
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"The Role of Interfacial Fracture Toughness in Cracking Behavior of High-Strength Concrete." In SP-156: Interface Fracture and Bond. American Concrete Institute, 1995. http://dx.doi.org/10.14359/940.

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Hui Xu, Changqing Liu, and V. Silberschmidt. "Effect of thermal aging on interfacial behaviour of copper ball bonds." In 2008 2nd Electronics Systemintegration Technology Conference. IEEE, 2008. http://dx.doi.org/10.1109/estc.2008.4684470.

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Zhang, Long, and Shuang-Yin Cao. "Research on the interfacial bond behavior between CFRP sheet and steel plate under the static load." In Proceedings of the International Conference on Civil, Architecture and Environmental Engineering (ICCAE2016). CRC Press/Balkema, 2017. http://dx.doi.org/10.1201/9781315116259-73.

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