Thematische Bibliographien / Interfacial Bond Behavior

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Auswahl der wissenschaftlichen Literatur zum Thema „Interfacial Bond Behavior“

Autor: Grafiati

Veröffentlicht am 7. Juni 2025

Zuletzt aktualisiert am 2. August 2025

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Zeitschriftenartikel zum Thema "Interfacial Bond Behavior"

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." Key Engineering Materials 348-349 (September 2007): 845–48. http://dx.doi.org/10.4028/www.scientific.net/kem.348-349.845.

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The latest experimental study on steel reinforced high strength and high performance concrete (SRHSHPC) specimens shows that there exists interfacial bond softening phenomenon between embedded steel and high strength and high performance concrete (HSHPC), and it makes the shear transfer capacity between shaped steel and HSHPC be progressively reduced. To predict failure load in design, a theoretical model for interfacial bond softening behavior is required. As interfacial bond softening behavior is a nonlinear process involving material properties, it can be analyzed once the relation of inter

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Lei, Zhen, Hui Ma, Yumin Luo, Enmao Wang, Haiyan Huang, and Li Zhang. "Interfacial Bond Behavior of Clay Brick Masonry Strengthened with CFRP." Buildings 15, no. 5 (2025): 809. https://doi.org/10.3390/buildings15050809.

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This study investigates the interfacial bond behavior of clay brick masonry strengthened with carbon fiber-reinforced polymer (CFRP) through single-side shear tests. Two specimen types (single bricks and masonry prisms) were tested under varying parameters, including bond length, bond width, mortar joints, and end anchorage. Experimental results revealed cohesive failure within the masonry substrate as the dominant failure mode. Mortar joints reduced bond strength by 12.1–24.6% and disrupted stress distribution, leading to discontinuous load–displacement curves and multiple strain peaks in CFR

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Ponmalar, S. "Bond behavior of self compacting concrete." Selected Scientific Papers - Journal of Civil Engineering 13, s1 (2018): 95–105. http://dx.doi.org/10.1515/sspjce-2018-0009.

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Abstract The success of an optimum design lies in the effective load transfer done by the bond forces at the steel-concrete interface. Self Compacting Concrete, is a new innovative concrete capable of filling intrinsic reinforcement and gets compacted by itself, without the need of external mechanical vibration. For this reason, it is replacing the conventional vibrated concrete in the construction industry. The present paper outlays the materials and methods adopted for attaining the self compacting concrete and describes about the bond behavior of this concrete. The bond stress-slip curve is

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Ascione, F., M. Lamberti, A. Napoli, A. G. Razaqpur, and R. Realfonzo. "Modeling SRP-concrete interfacial bond behavior and strength." Engineering Structures 187 (May 2019): 220–30. http://dx.doi.org/10.1016/j.engstruct.2019.02.050.

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Cai, Gehao, Bing Sun, Sheng Zeng, Peng Yang, and Jie Zhang. "Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs." PLOS One 20, no. 7 (2025): e0325279. https://doi.org/10.1371/journal.pone.0325279.

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This study investigates the influence of built-in studs on the bond behavior in recycled aggregate concrete-filled steel tube (RACFST) composite structures through push-out experiments. The effects of stud number, position, and rows on RACFST bond strength and steel tube surface strain are systematically analyzed. Furthermore, the bond-slip behavior evolution mechanism is examined, and a constitutive equation is established. A novel interfacial modeling approach is developed via secondary development of ABAQUS software to comprehensively simulate RACFST interfacial bond-slip behavior. The resu

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Cheng, Shanshan. "Mechanical Behavior of Fiber-to-concrete Interface in Textile Reinforced Concrete: Theoretical Model." Journal of Civil Engineering and Construction 8, no. 2 (2019): 70–78. http://dx.doi.org/10.32732/jcec.2019.8.2.70.

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This paper presents a theoretical solution of a reinforcement-to-concrete interface model under pull-push loading. Expressions for the interfacial shear stress distribution and load-displacement history are derived for different loading stages. The full debonding propagation process is discussed in detail and the analytical solutions are verified by comparing with existing theoretical models. Results of the analytical solution are presented to illustrate how the bond length and local bond-slip law affect the interfacial bond behavior. While the case study in this paper is on textile reinforced

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Lee, Jung Yoon. "Surface Interaction Studies on Glass Fiber Reinforced Polymer Bars." Key Engineering Materials 345-346 (August 2007): 1217–20. http://dx.doi.org/10.4028/www.scientific.net/kem.345-346.1217.

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The use of fiber reinforced polymer (FRP) bars has been gaining increasing popularity in the civil engineering community due to their favorable properties such as high-strength-to-weight ratio and good corrosion resistance. In order for concrete to be FRP reinforced, there must be interfacial bond between FRP bars and concrete. The interfacial bond behavior of FRP bars to concrete is expected to vary from that of conventional steel bars, since various key parameters that influence bond performance are different. This paper presents the results of an experimental and analytical study on the int

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Zhang, Boshan, Jiangjiang Yu, Weizhen Chen, Hang Liu, Heng Li, and Hong Guo. "Experimental Study on Bond Performance of NC-UHPC Interfaces with Different Roughness and Substrate Strength." Materials 16, no. 7 (2023): 2708. http://dx.doi.org/10.3390/ma16072708.

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This paper investigates the bond failure performance between precast normal concrete (NC) and cast-in situ ultra-high performance concrete (UHPC), emphasizing the influence of interfacial roughness. The interfacial bonding behavior under tension and under shear was investigated based on 72 groups of pull-off tests and 36 groups of bi-shear tests, considering six different interface treatment methods and two different NC strength levels. The results demonstrate that certain interfacial roughness is essential to gain a reliable bond connection between NC and UHPC. Its enhancement on the tensile

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Guo, Qingyong, Huijian Zhao, Lei Chen, Jize Mao, and Wensong Zhang. "Analysis on Interfacial Performance of CFRPConcrete with Different Thickness of Adhesive Layer and CFRP Plate." MATEC Web of Conferences 142 (2018): 02001. http://dx.doi.org/10.1051/matecconf/201814202001.

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The bond behavior of CFRP-concrete interface is the analysis foundation for concrete structures with external strengthening CFRP. In the paper, the influences of the thickness of CFRP plate and adhesive layer on interfacial adhesive properties are investigated through the finite element program. The influence rules of the thickness on the interfacial ultimate bearing capacity and the effective bond length are performed. The results show that the thickness of adhesive layer and CFRP plate has a significant effect on the interfacial performance of CFRP-concrete.

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Zhang, Xiaoning, Jianwen Hao, Wei Hou, et al. "Debonding Analysis of FRP-Strengthened Concrete Beam in High-Temperature Environment: An Enhanced Understanding on Sustainable Structure." Buildings 14, no. 12 (2024): 4079. https://doi.org/10.3390/buildings14124079.

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FRP (fiber-reinforced composite) is generally regarded as the repair and enhancement material for existing concrete structures in extreme service environments such as high temperatures or fire exposure. In order to reveal the effect of high temperatures (i.e., thermal load) on the interfacial debonding behavior of a FRP-strengthened concrete beam, the novel closed-form analytical model was established and validated while considering the interfacial bond-slip constitutive. Based on the analytical model, solutions to the distributions of interfacial slip, interfacial shear stress, and debonding

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Dissertationen zum Thema "Interfacial Bond Behavior"

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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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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Buchteile zum Thema "Interfacial Bond Behavior"

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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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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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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"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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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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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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Konferenzberichte zum Thema "Interfacial Bond Behavior"

"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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Jiang, Jishen, Bingqian Xu, Weizhe Wang, Richard Amankwa Adjei, Xiaofeng Zhao, and Yingzheng Liu. "FE Analysis of the Effects of TGO Thickness and Interface Asperity on the Cracking Behavior Between the TGO and the Bond Coat." In ASME Turbo Expo 2016: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/gt2016-56755.

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Finite element simulations based on an interface cohesive zone model (CZM) have been developed to mimic the interfacial cracking behavior between the α-Al2O3 thermally grown oxide (TGO) and the aluminum rich Pt–Al metallic bond coat (BC) during cooling from high temperature to ambient temperature. A two dimensional half-periodic sinusoidal geometry corresponding to interface undulation is modelled. The effects of TGO thickness and interface asperity on the stress distribution and the cracking behavior are examined by parametric studies. The simulation results show that cracking behavior due to

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Wong, Shing-Chung, and Avinash Baji. "Fracture Behavior of Hydroxyapatite-Filled Polycaprolactone." In ASME 2006 International Mechanical Engineering Congress and Exposition. ASMEDC, 2006. http://dx.doi.org/10.1115/imece2006-14109.

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This paper reports some fracture characterization results of hydroxyapatite (HAP)-filled poly(ε-caprolactone) (PCL). For the fracture toughness tests, the HAP concentration was steadily increased. The effect of HAP phase in PCL on the fracture and tearing toughnesses was investigated. The techniques of essential work of fracture (EWF) and tear strength were attempted. T-peel test was also used to evaluate the adhesive bond strength between HAP and PCL components using compression molded PCL-HAP-PCL laminates. Little is reported on the interfacial adhesion properties between bioactive component

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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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Dehghani Champiri, Masoud, Arezou Attar, Mohammad Hanifehzadeh, Kaspar J. Willam, and Bora Gencturk. "Tip-Over Simulation of Degraded Dry Storage Structures." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-50832.

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Concrete dry cask structures may be degraded due to environmental aging before they are encountered to hypothetical events. In this paper, first long term behavior of dry cask structures including creep and shrinkage is investigated numerically using COMSOL. Subsequently, the findings of the first part of the study are implemented into LS-DYNA to perform a crash analysis. Two cases including full bond and no bond between concrete cask and steel liner are compared. The results show shear transfer and significant damage in the interfacial region of the concrete cask and steel liner in the case o

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Pearson, R. A., R. M. Hydro, T. B. Lloyd, and H. F. Nied. "The Effect of Temperature and Humidity Exposure on Adhesion." In ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-0493.

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Abstract Silver-filled organic adhesives are commonly used in the microelectronics industry to bond silicon chips to a wide variety of substrates. The substrates include copper, silver, nickel / palladium, polyimide, and glass-filled epoxies. In this presentation, we will examine the effect of temperature and humidity exposure on the adhesive strength between silver-filled epoxies and copper leadframe substrates. Both a mixed-mode bending specimen (MMB) and a width-tapered double cantilever beam specimen (WT-DCB) are used to determine the adhesive strength in terms of an interfacial strain ene

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Gomado, Foster Dodzi, Mahmoud Khalifeh, Mohammadreza Kamali, Arild Saasen, and Jan Aage Aasen. "Sealing Performance of Geopolymer for Plugging and Abandonment; Apple-to-Apple Scenario." In SPE Norway Subsurface Conference. SPE, 2022. http://dx.doi.org/10.2118/209552-ms.

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Abstract Sealability of barrier material is required for successful plug and abandonment operations. The emergence of geopolymer as a green alternative to ordinary Portland cement presents an option for well abandonment in a more environmentally friendly manner. Sealability of geopolymer in terms of hydraulic and shear bond strength (key factors in evaluating the interfacial properties of the cement-casing interface) is compared to that of API Class G cement at 25°C and at a pressure of 34.5 bar (500 psi). The hydraulic sealability was measured with a custom-made setup, which allows the measur

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Kalia, Karun, and Amir Ameli. "Interfacial Bond Strength of Various Rigid/Soft Multi-Materials Printed via Fused Filament Fabrication Process." In ASME 2020 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/smasis2020-2298.

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Abstract Layered multi-materials of dissimilar polymers and their nanocomposites offer new opportunities as smart materials and structures. A critical aspect of such structures is the quality of interlayer adhesion between dissimilar polymer matrices. This work reports the development of asymmetric double cantilever beam (ADCB) specimens of dissimilar polymers and its use in the analysis and understanding of their interlayer adhesion in 3D-printed rigid/soft interfaces. Acrylonitrile butadiene styrene (ABS), polycarbonate (PC), polylactic acid (PLA) were chosen as the rigid polymers and combin

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Soboyejo, Winston, Patrick Mensah, and Ravinder Diwan. "Interfacial Kinetics of High Temperature Oxidation in YSZ Thermal Barrier Coatings With Bond Coatings of NiCoCrAlY With 0.25% Hf." In ASME 2009 International Mechanical Engineering Congress and Exposition. ASMEDC, 2009. http://dx.doi.org/10.1115/imece2009-11556.

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This paper presents the results of an experimental study of the high-temperature isothermal oxidation behavior and micro-structural evolution in plasma sprayed thermal barrier coatings (TBCs) at temperatures between 900 and 1200 °C. Two types of specimens were produced for testing. These include a standard and vertically cracked (VC) APS. High temperature oxidation has been carried out at 900, 1000, 1100 and 1200 °C. The experiments have been performed in air under isothermal conditions. At each temperature, the specimens are exposed for 25, 50, 75 and 100 hours. The corresponding microstructu

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Adam, M., M. Elsaß, M. Frommherz, A. Scholz, and M. Oechsner. "On the Determination of Delamination Toughness in Multi-Layer Thermal Barrier Coating Systems." In ITSC2017, edited by A. Agarwal, G. Bolelli, A. Concustell, et al. DVS Media GmbH, 2017. http://dx.doi.org/10.31399/asm.cp.itsc2017p0322.

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Abstract A Vickers indentation method has been applied to determine the interfacial fracture toughness of modern multilayer thermal barrier coatings. The delamination behavior of four types of coating systems will be discussed and compared with results based on modified four-point bending (4PB) tests. The investigated multi-layer coating system consists of a CoNiCrAlY-bond coat applied via low-pressure plasma spray (LPPS) on a nickel-based superalloy and an atmospheric-plasma sprayed (APS) top layer of type gadolinium zirconate (GZO) and yttria-stabilized zirconia (YSZ). A conventional YSZ mon

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