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Journal articles on the topic 'Structural Joints Testing'

Author: Grafiati

Published: 10 December 2022

Last updated: 19 July 2025

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1

Sadowski, T., T. Balawender, R. Sliwa, P. Golewski, and M. Knec. "Modern Hybrid Joints in Aerospace: Modelling and Testing / Nowoczesne Połaczenia Hybrydowe W Lotnictwie: Modelowanie I Badania Eskperymentalne." Archives of Metallurgy and Materials 58, no. 1 (2013): 163–69. http://dx.doi.org/10.2478/v10172-012-0168-3.

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The aim of the paper is to review different types of modern hybrid joints applied in aerospace. We focused on three particular cases: 1) spot welding - adhesive, 2) rivet-bonded and 3) clinch-bonded joints. The numerical models presented in the paper for these joints describe their complex behaviour under mechanical loading. The numerical calculations performed using ABAQUS code were compared to experimental results obtained by application of the Digital Image Correlation system (DIC) ARAMIS. The results investigated within the paper lead to the following major conclusions: - the strengthening

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2

Milčić, Dragan, Dragan Mitić, Nenad Radović, Miodrag Milčić, and Aleksija Đurić. "Characterization of welded joints with Partial penetration on S355N structural steel." Zavarivanje i zavarene konstrukcije 66, no. 4 (2021): 149–59. http://dx.doi.org/10.5937/zzk2104149m.

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Existing standards require welded joints with full penetration. It is considered that welded joints with complete penetration minimize the stress concentration in the root passage. However, there are numerous situations in the industry, in which the load-bearing capacity of the welded joint with partial penetration is satisfactory. If the tests of partially penetrated welds show satisfactory load capacity, the benefits compared to fully penetrated welds are reflected in lower costs, ie less time is required to prepare the joint, less additional material is needed, ie shorter time is required t

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3

V.G, Nehana, and Prof Krishnachandran V. N. "Research on Square and Circular Steel Tubular Columns with Deconstructable Splice Joint Under Cyclic and Axial Testing." International Journal for Research in Applied Science and Engineering Technology 11, no. 8 (2023): 22–39. http://dx.doi.org/10.22214/ijraset.2023.55107.

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Abstract: A steel tubular column is a vertical structural member used in construction to provide essential support. Splice joint is a method of joining two members end to end. When the material being joined cannot be obtained in the desired length, the splice joint is used. For high rise buildings the continuity of columns may break, hence splice connections are provided and columns are installed. Splice joints are deconstructable type joints as the failed parts can be repaired, reassembled or can be even removed when failure occurs. These papers focuses on developing models of square and circ

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4

Jasiński, Radosław, and Iwona Galman. "Testing Joints between Walls Made of AAC Masonry Units." Buildings 10, no. 4 (2020): 69. http://dx.doi.org/10.3390/buildings10040069.

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Joints between walls are very important for structural analysis of each masonry building at the global and local level. This issue has often been neglected in the case of traditional joints and relatively squat walls. At present, the issue of wall joints is becoming particularly important due to the continuous drive for simplifying structures, introducing new technologies and materials. Eurocode 6 and other standards (American, Canadian, Chinese, and Japanese) recommend inspecting joints between walls, but no detailed procedures have been specified. This paper presents our own tests on joints

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5

Alqaryouti, Yousef, Dilum Fernando, and Joseph Gattas. "Structural Behavior of Digitally Fabricated Thin-Walled Timber Columns." International Journal of Structural Stability and Dynamics 19, no. 10 (2019): 1950126. http://dx.doi.org/10.1142/s0219455419501268.

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This paper aims to investigate the structural behavior of digitally fabricated thin-walled timber sections with edge connectivity provided by integral mechanical press-fit joints. Experimental, numerical, and analytical investigations have been developed to accurately characterize the press-fit section behavior and their failure modes. Plywood fiber orientation, material thickness, and connection tightness are considered as potential factors that may affect the performance of the press-fit jointing system. Experimental testing of square hollow sections (SHSs) under uniaxial compressive loading

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Adamus, K., and P. Lacki. "Assessment of Aluminum FSW Joints Using Ultrasonic Testing." Archives of Metallurgy and Materials 62, no. 4 (2017): 2399–404. http://dx.doi.org/10.1515/amm-2017-0353.

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AbstractThe paper concerns aluminum joints made using friction stir welding. Although in the aerospace industry there is a tendency to replace metal components with composites, aluminum continues to be a valuable material. Its share in the aircraft structures is the biggest among all structural metals. Lots of aluminum components are made of sheets and most of them require joining. Friction stir welding is a relatively new joining technology, particularly with regard to the sheets having a thickness of 1 mm or lower. The paper is dedicated to non-destructive testing of such joints using ultras

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7

Barat, V. A., A. Yu Marchenkov, M. V. Karpova, V. V. Bardakov, and S. V. Ushanov. "APPLICATION OF ACOUSTIC EMISSION METHOD FOR DETECTING DIFFUSION INTERLAYERS IN DIFFERENT WELDED JOINTS." Kontrol'. Diagnostika, no. 304 (October 2023): 4–10. http://dx.doi.org/10.14489/td.2023.10.pp.004-010.

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The paper investigates the possibility of detecting specific structural defects of dissimilar welded joints by the method of acoustic emission (AE). Carbide and decarburized interlayers are formed in dissimilar welded joints of austenitic and pearlitic steels during welding and subsequent operation. Diffusion interlayers, as a structural defect, are usually small in size and cannot be detected by traditional non-destructive testing (NDT) methods, while the AE method is promising for detecting such defects. In the present work, we studied the AE data obtained during testing of defect-free speci

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8

Ayush, Morankar, and V. Pisolkar Akanksha. "Study of structural behavior of retrofit beam column junction using Ansys." i-manager's Journal on Structural Engineering 11, no. 4 (2023): 1. http://dx.doi.org/10.26634/jste.11.4.19788.

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The beam-column joint is a critical component of reinforced concrete buildings, responsible for effectively transferring loads between connected members while withstanding gravity and seismic forces. However, these joints are often the weakest link in the structure due to insufficient shear strength. To ensure structural integrity, Carbon Fiber Reinforced Polymer (CFRP) materials are widely utilized for retrofitting beam-column joints. CFRP offers high strength, stiffness, and corrosion resistance without significantly increasing the joint's dimensions. ANSYS Workbench is a powerful software t

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9

Morelli, Piero. "An Experimental Study on the Shear Strength of Steel Structures Joints." Applied Mechanics and Materials 268-270 (December 2012): 279–82. http://dx.doi.org/10.4028/www.scientific.net/amm.268-270.279.

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The results of an experimental investigation on the shear strength of structural joints are presented and discussed. Joint typologies generally employed in structural frames of industrial warehouses and intermediate floors are taken into consideration. Specimens were supplied by an industrial shelving manufacturer, in two different configurations: the first one characterized by steel pressed geometrical connectors and the second one consisting in bolted fittings to angular welded supporting plates. A specific testing device has been designed in order to transfer axial loading into shear loadin

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10

Zhang, Dongfang, Junhai Zhao, and Shuanhai He. "Cyclic Testing of Concrete-Filled Double-Skin Steel Tubular Column to Steel Beam Joint with RC Slab." Advances in Civil Engineering 2018 (July 26, 2018): 1–15. http://dx.doi.org/10.1155/2018/7126393.

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The design of composite joints for connecting concrete-filled double-skin tubular (CFDST) columns to steel beams supporting reinforced concrete (RC) slabs is presented in this paper. Five half-scale specimens were designed, including four composite joints with RC slab and one bare steel beam joint, and were tested under a constant axially compressive force and lateral cyclic loading at the top end of the column to evaluate their seismic behavior. The main experimental parameters were the construction of the joint and the type of the column. The seismic behaviors, including the failure modes, h

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11

Bu, Yonghong, Qi Yang, Yihong Wang, and Dongfang Zhang. "Cyclic Testing of Bolt-Weld Joints Reinforced by Sleeves Connecting Circular CFST Columns to Steel Beams." Advances in Civil Engineering 2020 (January 28, 2020): 1–12. http://dx.doi.org/10.1155/2020/9674128.

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This study examined the design of joints reinforced by sleeves for connecting circular concrete-filled steel tube columns to steel beams. Six half-scale specimens, including four bolt-weld joints reinforced by sleeves and two bolt and stiffened end-plate joints, were designed and tested under cyclic loading to evaluate the seismic behavior of these joints. The joint construction and beam-column stiffness ratio were taken as the main parameters in the tests. The seismic behaviors, including the failure modes, hysteretic curves, ductility, strength and stiffness degradation, and energy dissipati

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12

Ullah, Sami, Faiz Ahmad, and Anildav Singh. "Development and Testing of Intumescent Fire Retardant Coating on Various Structural Geometries." Applied Mechanics and Materials 699 (November 2014): 360–65. http://dx.doi.org/10.4028/www.scientific.net/amm.699.360.

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Materials are prone to fire and in modern construction their protection from fire is required. In any structure, various joints such as T-joint, I-beam and elbows are used. The geometry of the component has significant role in protection of structure. A weak joint may lead to failure of main structure. In order to meet these challenges, Intumescent fire retardant coating (IFRC) were developed and tested on various structural geometries such as T-joints, elbows, I-beams and pipe. The control coating formulation (IFC-C) was developed from main ingredients; Ammonium Polyphosphate (APP), expandabl

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13

Ledford, Noah, and Michael May. "Modeling of multimaterial hybrid joints under high-rate loading." Proceedings of the Institution of Mechanical Engineers, Part E: Journal of Process Mechanical Engineering 234, no. 5 (2020): 446–53. http://dx.doi.org/10.1177/0954408920919012.

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Joint failure plays a key role in determining structural stability and crash or impact response. Characterizing the joints at high loading rates is challenging as oscillations are often overlaid on the measured data, making interpretation of the results more difficult. This paper builds upon the experimental testing three different mixed-material joints using a split-Hopkinson tension bar. The correction proposed in this work is verified using a finite element model of the entire testing system. The modeling efforts also investigate the differences in a specimen only model and a model includin

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14

Pavlovic, M., M. Koetsier, J. Yang, et al. "Full scale testing of fatigue resistant composite joints for offshore wind Jacket and Floating structures." Journal of Physics: Conference Series 2745, no. 1 (2024): 012012. http://dx.doi.org/10.1088/1742-6596/2745/1/012012.

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Abstract Complex welds in the joint region reduce the fatigue resistance of structural joints of circular hollow sections with factors that results in increased wall thicknesses of the tubes and overspending of steel in the multi-membered part of the jacket and floating support structures for offshore wind turbines. The wrapped composite joint is a breakthrough technology utilising bonding and fatigue resistant composite material to connect steel tubular members instead of welding. The main technical advantage is that the superior fatigue life of wrapped composite joints. Full-scale wrapped co

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15

Caldwell, Steven P., and Donald W. Radford. "The Health Monitoring of Bonded Composite Joints Using Both Thickness and Radial Impedance Resonance Responses." Sensors 24, no. 8 (2024): 2508. http://dx.doi.org/10.3390/s24082508.

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With the advent of bonded composites in today’s aircraft, there is a need to verify the structural integrity of the bonded joints that comprise their structure. To produce adequate joint integrity, strict process control is required during bonding operations. The latest non-destructive joint inspection techniques cannot quantify the strength of the bond and only indicate the presence of disbonds or delaminations. Expensive and timely proof-load testing of the joints is required to demonstrate structural performance. This work focuses on experimentally evaluating joint-health monitoring with pi

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16

Sancaktar, Erol. "Recent Approaches in Constitutive Behavior and Testing of Structural Adhesives." Applied Mechanics Reviews 49, no. 10S (1996): S128—S138. http://dx.doi.org/10.1115/1.3101964.

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Adhesively bonded joints are complex composite structures with at least one of the constituents, namely the adhesive, most often, being a composite material itself due to the presence of secondary phases such as fillers, carriers, etc. The joint structure possesses a complex state of stress with high stress concentrations, and often, singularities due to the terminating adhesive layer where the substrates may possess sharp corners. With these issues in mind, this article discusses the following: Typical joint stress distributions; Stress concentrations and the effect of joint scarf angle on st

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17

Mironovs, Viktors, Vjaceslavs Zemcenkovs, Dmitrijs Serdjuks, Vjaceslavs Lapkovskis, Aleksejs Tatarinovs, and Viktors Kurtenoks. "Method and apparatus for dynamic testing of structural joints." Journal of Physics: Conference Series 2423, no. 1 (2023): 012017. http://dx.doi.org/10.1088/1742-6596/2423/1/012017.

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Abstract The dynamic testing technique is used during the design phase of structures and series production. This test evaluates the structural capacity, especially of the assemblies, to withstand different forces and rates of impact encountered under realistic operational conditions. This study proposes a magnetic pulse exciter for high-speed impact loading in dynamic tests because of its capability to provide single and repeatable pulse loading over a wide range of force up to 20 kN and pulse durations from 10 up to 1000 ms. The method transforms accumulated electrical energy in a capacitor b

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18

Rudawska, Anna, Piotr Penkała, Paweł Chochowski, Andrzej Tkaczyk, and Tetiana Vitenko. "Analysis of the strength of assembly joints - welded joints of various construction materials." Technologia i Automatyzacja Montażu 121, no. 3 (2023): 21–26. http://dx.doi.org/10.7862/tiam.2023.3.3.

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The aim of the article was to present issues related to the strength analysis of one of the types of assembly joints - welded joints, taking into account the influence of selected factors: technological - welding method, construction - type of joints and material - type of joined material. The MIG/MAG method (135/136), arc welding (111) and gas welding (311) were used as welding methods. Butt joints and lap joints were made of CuZn37 copper alloy (PN-EN 1652), S235JR unalloyed structural steel (EN 10025) and 1.4301 acid-resistant steel (EN 10088). Welded joints samples were made with appropria

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19

Mr., Hariharan E. *. "TESTING AND ANALYSIS OF COMPOSITE MATERIALS UNDER TENSILE LOADING WITH DIFFERENT LAP JOINTS." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 10 (2017): 126–33. https://doi.org/10.5281/zenodo.1002665.

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The composite structural members are highly used in the following applications such as aerospace, automobiles, marine, architecture etc., has attracted extensive attention in the past decades. A numerical and experimental study was carried out to identify the ultimate strength and failure modes of Bonded-single lap joints, Riveted-single lap joints and Hybrid-single lap joints at two different layers (3&4 Layer). In our project work, the effect of bonded, riveted, hybrid lap joints at different layer is analyzed in ANSYS and compared with the experimental test. ANSYA FEA tool has been util

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20

Filz, Günther H., Robert Eberle, Pia V. Nagl, and Thomas Weinold. "Transforming a Cantilever with Fixed Joints into Trussed Configurations: A Case Study in Creative Design Thinking & Prototyping." Architecture, Civil Engineering, Environment 18, no. 1 (2025): 113–28. https://doi.org/10.2478/acee-2025-0009.

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Abstract In the design of structures, joint design significantly influences aesthetics, structural performance, tectonics, and member geometry. In this study, a Y-shaped, polyhedral cantilever with fixed joints was transformed into five different trussed configurations using universal joints. Enabled by 3D-printed plug-in joints, a full-scale trussed cantilever was repeatedly (dis-)assembled. Graphic statics principles drastically simplified the branch count and design. Beyond its structural significance, joint articulation impacts element/connector count, required cross-sections i.e. material

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21

Kulkarni, Santosh, Devendra Singh, Laeth Hussain, et al. "Finite element analysis of bonded, riveted and hybrid joints in glass fibre epoxy composite laminates for aircraft structure." E3S Web of Conferences 563 (2024): 02006. http://dx.doi.org/10.1051/e3sconf/202456302006.

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Because of their superior fatigue resistance and high strength-to-weight ratio, composite materials are essential to the construction of modern airplanes. The joints that interconnect the various parts of these structures play a critical role in their integrity and functionality. In aerospace applications, bonded, riveted, and hybrid joints are among the many types of joints that are frequently used. A thorough finite element analysis (FEA) of hybrid, bonded, and riveted joints in glass fiber epoxy composite laminates for airplane structures is presented in this work. The literature review add

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22

Beber, Martin, Martin Stejskal, and Frantisek Sedlacek. "Determination of Mechanical Properties of Blind Rivet Joints Using Numerical Simulations and Experimental Testing." Materials 18, no. 2 (2025): 229. https://doi.org/10.3390/ma18020229.

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This study explores the tensile performance of blind rivet joints in galvanized steel sheets, focusing on their behavior under shear and normal load conditions. Blind rivets are frequently used in structural applications due to their ease of installation and ability to be applied from one side, making them highly effective in industries like aerospace and automotive. Two types of DIN 7337—4.8 × 8 blind rivets—galvanized steel St/St and stainless steel A2/A2—paired with galvanized steel sheets DX51D + Z275, were experimentally tested to assess how their material properties affect their joint st

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23

Prayogo, Gatot, Muhammad Arif Budiyanto, and Mustasyar Perkasa. "ANALYSIS OF BENDING MECHANICAL PERFORMANCE OF WELDING JOINTS WITH THE ADDITION OF DIAMOND AND CIRCULAR PLATES." Indonesian Journal of Engineering and Science 4, no. 1 (2023): 057–73. http://dx.doi.org/10.51630/ijes.v4i1.94.

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The design and analysis of welded joints are very useful for the safety of steel-based structures. The effect of welded joints meeting at one point on the resulting stress is a critical factor in constructing steel joints. The main objective of this research is to analyze the mechanical performance and microstructure of the welding process on diamond and circular plate joints. The analysis was carried out through experiments and finite element simulations to find out how much influence the addition of a diamond plate and circular plate had on the plate connection. The method used is to analyze

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24

Humphreys, Matthew F., Gerard Van Erp, and Charles H. Tranberg. "The Structural Behaviour of Monocoque Fibre Composite Truss Joints." Advanced Composites Letters 8, no. 4 (1999): 096369359900800. http://dx.doi.org/10.1177/096369359900800405.

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This paper presents early experimental results of an ongoing research project into the structural behaviour of monocoque fibre composite truss joints. The testing of three different types of joints will be discussed. Descriptions of the test procedures are presented as well as design and analysis of each jointing method.

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25

Aribert, Jean-Marie, Marc Braham, and Alain Lachal. "Testing of “simple” joints and their characterisation for structural analysis." Journal of Constructional Steel Research 60, no. 3-5 (2004): 659–81. http://dx.doi.org/10.1016/s0143-974x(03)00135-4.

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26

Lavisci, P., B. Pizzo, J. M. Gagliano, P. Triboulot, and M. De Ciechi. "Fracture energy testing of thick joints with structural wood adhesives." Holz als Roh- und Werkstoff 61, no. 5 (2003): 355–57. http://dx.doi.org/10.1007/s00107-003-0385-6.

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27

Zhang, Hao, Ruixin Wang, Lei Chen, and Jun Chuai. "Full-Scale Testing and Stability Analysis of Prefabricated Steel Plate-Concrete Composite Walls in Underground Granaries." Buildings 15, no. 4 (2025): 561. https://doi.org/10.3390/buildings15040561.

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Underground granaries naturally preserve grain quality by maintaining low temperatures and reduced oxygen levels, eliminating the need for artificial cooling and pest control. However, cast-in-place reinforced concrete construction faces challenges such as waterproofing and complex on-site processes, necessitating prefabricated steel plate-concrete composite structures with robust joints for enhanced structural integrity and streamlined construction. The study utilizes a full-scale prefabricated steel plate-concrete underground silo, instrumented with strain gauges on circumferential steel bar

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Barat, Vera, Artem Marchenkov, Vladimir Bardakov, Marina Karpova, Daria Zhgut, and Sergey Elizarov. "Features of Acoustic Emission in Tensile Testing of Dissimilar Welded Joints of Pearlitic and Austenitic Steels." Applied Sciences 11, no. 24 (2021): 11892. http://dx.doi.org/10.3390/app112411892.

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This paper presents a study of acoustic emission (AE) during the deformation of dissimilar welded joints of austenitic steel to pearlitic steel. One of the specific problems in these welded joints is the presence of decarburized and carbide diffusion interlayers, which intensively increase in width during long-term high-temperature operation. The presence of wide interlayers negatively affects the mechanical properties of welded joints. Moreover, welded defects are difficult to diagnose in welded joints containing interlayers: due to the high structural heterogeneity, interlayers create struct

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Zou, Yu, and Dong Xu. "Experimental Study on the Bending Behavior of Precast Concrete Segmental Bridges with Continuous Rebars at Joints." Buildings 14, no. 9 (2024): 2938. http://dx.doi.org/10.3390/buildings14092938.

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Longitudinal ordinary rebars are discontinuous at the joints of precast concrete segmental bridges (PCSBs), which can open under tensile stresses induced by bending moments. This will lead to durability issues with the joints. To improve the bending properties of PCSBs, a novel joint type featuring continuous rebars was proposed in the present study. Three specimens were subjected to testing to examine the bending behavior of PCSBs using this new joint design compared to traditional joints. The crack propagation, structural deformation, joint opening width, strain in rebars, failure mode, stif

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30

Carboni, M., and A. Bernasconi. "Acoustic emission-based monitoring of fatigue damage in CFRP-CFRP adhesively bonded joints." Insight - Non-Destructive Testing and Condition Monitoring 64, no. 7 (2022): 393–97. http://dx.doi.org/10.1784/insi.2022.64.7.393.

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Adhesively bonded joints are being increasingly applied in modern structures. However, manufacturing defects and particularly harsh operative conditions may cause local debonding and catastrophic failures. Structural health monitoring (SHM) and non-destructive testing (NDT) procedures are then needed to evaluate the in-service structural integrity of adhesively bonded joints. In this research, an adhesively bonded single-lap joint, both adherends of which are manufactured using a carbon fibre-reinforced polymer (CFRP) composite, is subjected to constant amplitude fatigue loading. During such a

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31

Sonawane, Yogesh Narayan. "Response of Exterior Beam-Column Joint with Rectangular Spiral Reinforcement under Cyclic Loading." International Journal for Research in Applied Science and Engineering Technology 12, no. 12 (2024): 143–49. https://doi.org/10.22214/ijraset.2024.65741.

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This study presents an experimental evaluation of the performance of exterior beam-column joints reinforced with rectangular spiral reinforcement. Beam-column joints are critical regions in reinforced concrete structures, and their behavior significantly influences the overall seismic performance of buildings. Traditional reinforcement techniques for these joints often struggle with issues such as inadequate confinement and potential failure under cyclic loading. In an effort to improve the structural integrity and enhance the seismic resistance of these joints, the use of rectangular spiral r

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Kurnia, Asep, Bambang Kismono Hadi, Hendri Syamsudin, and Muhamad Giri Suada. "Analysis of the Influence of Adhesive, Geometry, and Manufacturing Processes on Mixed Mode Stress Ratio in Single Lap Shear Adhesive Joint Structures of Aluminum and Composite Plates." Jurnal Penelitian Pendidikan IPA 10, no. 11 (2024): 8596–601. https://doi.org/10.29303/jppipa.v10i11.9107.

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In aircraft structures, composite plate joints often present significant challenges. Mechanical fastenings such as pins, bolts, or rivets require holes to be drilled in the plates, which reduces the strength of the laminate due to stress concentrations around the hole edges. These joints frequently become sources of structural failure in aircraft. Therefore, the design of composite plate joints is crucial to maintain structural integrity. Adhesive joints offer several advantages over mechanical joints, including the ability to join two different materials, more uniform stress distribution alon

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Braga, Daniel F. O., Lucas F. M. Da Silva, and Pedro M. G. P. Moreira. "Single Lap Joints Numerical Modelling and Comparison with Experimental Testing." U.Porto Journal of Engineering 2, no. 1 (2018): 11–20. http://dx.doi.org/10.24840/2183-6493_002.001_0002.

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Adhesive bonding is a joining technique which has been extensively employed in structural design as its ability to join different types of materials allows higher freedom for designers when choosing materials. One of the most common joint configuration used is the single lap joint configuration. In this work a set of experimental procedures were undertaken to characterize a structural adhesive and model the behaviour of a single lap joint manufactured using this adhesive. Two types of surface preparations were used to study its effect in single lap joint strength.

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Yang, Jincheng, Mathieu Koetsier, Tjeu Peeters, Mees Wolter, and Marko Pavlovic. "Size effects on the structural behaviour of wrapped composite CHS joints." ce/papers 6, no. 3-4 (2023): 297–301. http://dx.doi.org/10.1002/cepa.2649.

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AbstractRecent pilot studies have shown the superior performance of wrapped composite joints as an alternative to conventional welded joints for circular hollow sections (CHS). Considering the large dimensions of CHS joints for field application and potential size effects from testing the structure on reduced scales, geometrical size effects need to be investigated. This work presents an experimental analysis and FE results of wrapped composite joints with three different scale sizes. The size effects on the uniaxial tensile behaviour of specimens were investigated in monotonic loading. The si

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35

Motlhakudi, I., and A. Jonker. "Fatigue Characterisation of Adhesives Used in Fibre-Reinforced Composites." R&D Journal 39 (2023): 53–79. http://dx.doi.org/10.17159/2309-8988/2023/v39a6.

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A review of past investigations into the fatigue behaviour of structural adhesives and bonded joints in fibre-reinforced polymer composites is given. An overview of the structural adhesives used in general bonded joint applications is first provided, followed by an experimental fatigue testing of these bonded components. The aspects that influence fatigue strength and fatigue life for adhesively bonded joints in fibre-reinforced polymer composites are then discussed in terms of the adhesive composition, geometry configuration, surface condition and preparation, and loading conditions. The aspe

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36

Mahadik, Vinay, and Akanshu Sharma. "Bidirectional Loading History for Seismic Testing of 3D Frame Joints." CivilEng 2, no. 2 (2021): 349–69. http://dx.doi.org/10.3390/civileng2020019.

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Beam-column-joints (BCJ) in reinforced concrete (RC) frames are known to be critical against seismic actions. Hence, several researchers have conducted related investigations. The loading history used in the experimental investigations must be a sufficiently accurate and conservative representation of seismic loading on the structure and should trigger all possible critical failure mechanisms in the subassembly. Presently, there is significant diversity in the loading histories used for seismic investigation of structural subassemblies. This paper intends to propose an optimum loading history

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37

Guo, Jiaqi, Lipan Cheng, Yongbiao Lai, Yongchao Tian, and Lu Li. "Study on Shear Mechanical Properties and Microscopic Failure Mechanism of Dentate Joints Based on DEM and Laboratory Tests." Buildings 12, no. 9 (2022): 1485. http://dx.doi.org/10.3390/buildings12091485.

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The stability control of the surrounding rock is greatly influenced by the rock joint’s shear mechanical characteristics and deformation failure mechanism. A numerical model of the dentate joints was created using a particle flow discrete element method (DEM). To study the shear mechanical behavior and damage evolution characteristics of the joints, a numerical simulation of the joints shear test under the same normal stress was conducted. Additionally, the joints’ shear failure mechanism and failure mode were investigated from a microscopic perspective in conjunction with laboratory tests. Th

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Xia, Qi, Yi-chen Zhou, Yu-yao Cheng, and Jian Zhang. "Hinge Joints Performance Assessment of a PC Hollow Slab Bridge Based on Impact Vibration Testing." Structural Control and Health Monitoring 2023 (April 25, 2023): 1–17. http://dx.doi.org/10.1155/2023/1834669.

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Hinge joint performance during the operation of prefabricated prestressed concrete (PC) hollow slab bridges is critical to ensure their lateral collaborative working condition and safe serviceability. Traditional performance identification of hinge joints mainly relies on manual inspection, which is inefficient and inaccurate. At the same time, existing indexes (such as acceleration and strain) can only qualitatively detect the damage to hinge joints. This study proposes a novelty detection method based on impact vibration testing to rapidly perform the quantitative assessment of the working c

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Dimogianopoulos, Dimitrios G., and Dionysios E. Mouzakis. "Nondestructive Contactless Monitoring of Damage in Joints between Composite Structural Components Incorporating Sensing Elements via 3D-Printing." Applied Sciences 11, no. 7 (2021): 3230. http://dx.doi.org/10.3390/app11073230.

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A vibration-testing framework for detecting and identifying failing joints between composite structural members without dedicated equipment (accelerometers, amplifiers) or time-consuming system modeling methods is introduced. The sensing element is a 2826MB Metglas® magnetoelastic strip embedded in one of the members during its 3D-printing (layer-by-layer) fabrication process in fused deposition modeling mode. External dynamic loading of the structure causes changes to the strip’s magnetization, thus inducing voltage to a nearby placed coil in a contactless manner. The resulting signal depends

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Khademibami, Laya, Rubin Shmulsky, Christopher Adam Senalik, et al. "Flexural testing of structural insulated panels before and after creep testing." BioResources 18, no. 2 (2023): 3319–27. http://dx.doi.org/10.15376/biores.18.2.3319-3327.

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The effect of duration of load testing on flexural properties of structural insulated panels was investigated herein. Structural insulated panels were manufactured by a member of the Structural Insulated Panel Association (SIPA) in accordance with International Code Council-Evaluation Service Report 4689. Two panel depths 16.5 cm and 31.1 cm (6.5 in. and 12.25 in.) were tested in short duration 1/3-point bending per American Society for Testing and Materials standards. All structural insulated panels had joints or discontinuities in the foam layer in a location that was subject to shear stress

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Gopal, Balamurugan A., Farzad Hejazi, Milad Hafezolghorani, and Voo Yen Lei. "Numerical analysis and experimental testing of ultra-high performance fibre reinforced concrete keyed dry and epoxy joints in precast segmental bridge girders." International Journal of Advanced Structural Engineering 11, no. 4 (2019): 463–72. http://dx.doi.org/10.1007/s40091-019-00246-6.

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Abstract Although ultra-high performance fiber reinforced concrete (UHPFRC) has been used recently as a sustainable construction technique for many precast segmental bridges (PSBs), no exhaustive numerical and experimental studies exist to assess the shear capacity and failure pattern of the joints in these bridges. Hence, to accurately investigate the shear behavior of the joints in UHPFRC precast segmental bridges, a numerical analysis model based on finite-element code was established in this study. Concrete damaged plasticity model was used to analyze the UHPFRC joint models by considering

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Molla, Dessalew, and Marek Płaczek. "OPTIMIZING THE PRODUCTION OF LAYERED SYSTEMS INCORPORATING MFC TRANSDUCERS AND MODELING BOLT JOINT LOOSENING DETECTION WITH THEIR APPLICATION." International Journal of Modern Manufacturing Technologies 16, no. 1 (2024): 71–81. http://dx.doi.org/10.54684/ijmmt.2024.16.1.71.

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This article offers a concise overview of cutting-edge techniques for monitoring bolt joint looseness and optimizing Macro Fiber Composite (MFC) based structure manufacturing for structural health monitoring emphasizing MFC-host structure attachment methods, optimal MFC placement, and the impact of adhesive layers between MFC and the host structure. The study also employs Ansys software to conduct Multiphysics modelling and characterization of bolt joint conditions using MFC piezoelectric transducers. Emphasizing joint looseness under varying pretension loads, the results demonstrate that incr

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Bambach, Mike R. "Tension Strength of Multi-Fastener, Single-Lap Joints in Flax and Jute Composite Plates Using Bolts or Rivets." Materials 18, no. 10 (2025): 2180. https://doi.org/10.3390/ma18102180.

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The behavior of joints and fasteners in fiber-epoxy composites has been researched for several decades, and many studies have demonstrated their performance in tension testing. These studies have focused nearly exclusively on synthetic fibers, such as carbon and glass. Meanwhile, natural fiber–epoxy composites have recently received considerable attention as load-bearing members, including as columns and beams. In order for individual members to be used to create structural systems, the behavior of mechanically fastened joints in natural fiber–epoxy composites needs to be thoroughly investigat

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Lau, Peter W. C. "Factors affecting the behaviour and modelling of toothed metal-plate joints." Canadian Journal of Civil Engineering 14, no. 2 (1987): 183–95. http://dx.doi.org/10.1139/l87-030.

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An efficient approach to determine the behaviour of toothed metal-plate joints is to use analytical techniques to model the behaviour on the basis of known properties of plate and wood, and loading conditions, backed by an actual testing of the joints for verification or calibration of the models. Existing computer-based techniques such as the Structural analysis of trusses (SAT) and Purdue plane stress analyzer II (PPSA II) were developed for modelling wood trusses. The applicability and usefulness of these techniques can be expanded if better joint models can be incorporated into SAT, or if

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Acquah, Emmanuel, and Joseph Sekyi-Ansah. "Experimental studies on fillet weldment joints by artisans in Ghana’s Western Region." Journal of the Ghana Institution of Engineering (JGhIE) 24, no. 1 (2024): 25–32. http://dx.doi.org/10.56049/jghie.v24i1.144.

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Constant progress, demand in the manufacturing of mechanisms parts, and the ability to join parts together is another critical aspect of manufacturing for assemblers. Joining methods plays a significant role and welding must be constantly improved, experimented with, and upgraded due to its increasing use in all aspects of manufacturing. The quality of a weld joint is highly dependent on the process parameter. Welds are examined to ensure that they meet specifications through various experimental processes ranging from computational networks, evolutionary algorithms, non-destructive testing (N

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Schrader, Peer, and Stephan Marzi. "Mode III testing of structural adhesive joints at elevated loading rates." International Journal of Adhesion and Adhesives 113 (March 2022): 103078. http://dx.doi.org/10.1016/j.ijadhadh.2021.103078.

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Baurova, N. I., and A. Yu Sergeev. "Structural studies of fracture patterns in adhesive joints after pullout testing." Polymer Science Series D 7, no. 4 (2014): 298–302. http://dx.doi.org/10.1134/s1995421214040030.

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England, Andrew, Athanasios Toumpis, and Yevgen Gorash. "Specimen design for gigacycle fatigue testing of structural steel welded joints." Procedia Structural Integrity 57 (2024): 494–501. http://dx.doi.org/10.1016/j.prostr.2024.03.054.

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Prasath, Palaniappan, Ravindran Gobinath, and Jayaprakash Sridhar. "Torsional Modeling of Reinforced Concrete Beam–Column Joint Retrofitted by Aramid Fiber—Experimental and Numerical Analysis." Advances in Civil Engineering 2023 (October 13, 2023): 1–14. http://dx.doi.org/10.1155/2023/4067940.

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The performance of structural composites during loading has always been a concern for the designers and construction industry since the reinforced concrete structure was discovered. In this study, lateral load–displacement behavior of beam–column joints wrapped with aramid fiber is evaluated using both experimental and numerical analysis subjected to torsional moment (beam-eccentric loading). Three categories of reinforcement concepts are adopted for the preparation of the beam–column joints, where members are wrapped with aramid fiber at the joints, and others are not fortified with aramid fi

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Song, Baoxi, Dongsheng Du, Weiwei Li, Shuguang Wang, Yue Wang, and Decheng Feng. "Analytical Investigation of the Differences between Cast-In-Situ and Precast Beam-Column Connections under Seismic Actions." Applied Sciences 10, no. 22 (2020): 8280. http://dx.doi.org/10.3390/app10228280.

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At present, the engineering designers generally design and analyze the precast structural models according to the equivalent cast-in-situ principle, and have a vague understanding of non-identical problems. However, these issues cannot be ignored, especially for high-intensity areas. This paper considers the differences of the hysteretic relationship between two typical precast joints and cast-in-situ (RC) joints, and researches the influence of these differences on the seismic response of frame structures. For the monolithic precast joint, the force mechanism was analyzed based on its assembl

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