Relevant bibliographies by topics / Structural Joints Testing

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Structural Joints Testing'

Author: Grafiati
Published: 10 December 2022
Last updated: 31 July 2025

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Journal articles on the topic "Structural Joints Testing"

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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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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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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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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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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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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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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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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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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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Dissertations / Theses on the topic "Structural Joints Testing"

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Shrestha, Alina. "Fatigue Testing and Data Analysis of Welded Steel Cruciform Joints." ScholarWorks@UNO, 2013. http://scholarworks.uno.edu/td/1670.

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In this study, ABS Publication 115, “Guidance on Fatigue Assessment of Offshore Structures” is briefly reviewed. Emphasis is on the S-N curves based fatigue assessment approach of non-tubular joints, and both size and environment effects are also considered. Further, fatigue tests are performed to study the fatigue strength of load-carrying and non-load-carrying steel cruciform joints that represent typical joint types in marine structures. The experimental results are then compared against ABS fatigue assessment methods, based on nominal stress approach, which demonstrates a need for better f
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Kabche, Jean Paul. "Structural Testing and Analysis of Hybrrid Composite/Metal Joints for High-Speed Marine Structures." Fogler Library, University of Maine, 2006. http://www.library.umaine.edu/theses/pdf/kabchejp2006.pdf.

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Salam, Claro Diego. "Wave-based numerical approaches for non-destructive testing of structural assemblies involving straight waveguides and curved joints." Electronic Thesis or Diss., Bourges, INSA Centre Val de Loire, 2024. http://www.theses.fr/2024ISAB0003.

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Cette thèse étudie la détection et la localisation des défauts dans les assemblages de guides d'ondes, en explorant l'interaction entre les ondes se propageant dans des assemblages de guides d'ondes droits contenant des jonctions coudées et des défauts. A cet effet, la méthode Wave Finite Element (WFE) est utilisée. Des expériences numériques valident la robustesse et la précision de la méthode WFE à partir de comparaisons avec des solutions analytiques et éléments finis, en se concentrant particulièrement sur les courbes de dispersion et les réponses forcées. En élargissant l'étude aux assemb
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Kahle, Matthew Gilbert. "Partially restrained composite connections : design and analysis of a prototype structure." Thesis, Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/20830.

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Pérez, Galmés Magdalena. "Analysis and development of experimental characterization methodologies of mode II fracture toughness on CFRP bonded joints." Doctoral thesis, Universitat de Girona, 2018. http://hdl.handle.net/10803/664508.

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Adhesives have been shown to be an excellent solution for joining fibre reinforced polymer (FRP) components thanks to their capacity to redistribute loads, reduces stress concentrations and contribute to overall weight saving in the structure. The most relevant mechanical property in adhesive bonded joints design is the shear (mode II) fracture toughness of the adhesive. The application of the existing mode II delamination standards to adhesive joints entails some major limitations that result in severe under/over estimations of the adhesive properties and, in many cases, can even prevent r
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Ernst, Stefan. "Factors affecting the behaviour of the shear connection of steel-concrete composite beams." Thesis, View thesis, 2006. http://handle.uws.edu.au:8081/1959.7/32633.

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The inclusion of trapezoidal types of steel decking in the shear connection of composite beams has been found to significantly reduce their maximum strength and ductility by causing premature concrete-related failure modes. In order to investigate the complex behaviour and various load-transfer mechanisms that can occur in composite beams incorporating this type of connections, a total of 91 carefully-designed push-out tests were performed. Specific failure modes in conventionally reinforced specimens were initially induced by varying critical parameters. Specimens incorporating specific stud
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Derrick, Nathan Lynn. "Shear and Bending Strength of Cold-Formed Steel Solid Wall Panels Using Corrugated Steel Sheets for Mobile Shelters." Thesis, University of North Texas, 2017. https://digital.library.unt.edu/ark:/67531/metadc1062814/.

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The objective of this thesis is to determine if the single sided resistance spot weld (RSW) can be used as a feasible connection method for cold formed steel (CFS) shear walls subject to lateral force of either seismic or wind loads on mobile shelters. The research consisted of three phases which include: a design as a 3D BIM model, connection tests of the resistance spot weld, and full-scale testing of the designed solid wall panels. The shear wall testing was conducted on specimens with both resistance spot weld and self-drilling screws and the results from tests gave a direct comparison of
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Wheeler, A. T. "The behaviour of bolted moment end plate connections in rectangular hollow sections subjected to flexure." Phd thesis, Department of Civil Engineering, 1998. http://hdl.handle.net/2123/8669.

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Schrauben, Corey S. "Behavior of full-scale bolted beam-to-column T-stub and clip angle connections under cyclic loading." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/20013.

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Smallidge, Jeffrey M. "Behavior of bolted beam-to-column T-stub connections under cyclic loading." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/19534.

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Books on the topic "Structural Joints Testing"

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Institution, British Standards. Structural fixings in concrete and masonry. B.S.I., 1993.

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Institution, British Standards. British Standard methods of test for structural fixings in concrete and masonry. B.S.I., 1986.

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D, Harrison J., Pisarski H. G, and Great Britain. Department of Energy., eds. Background to newguidance on structural steel and steel construction standards in offshore structures: Report for the Department of Energy. H.M.S.O., 1986.

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Great Britain. Dept. of Energy., ed. Background to new guidance on structural steel and steel construction standards in offshore structures: Report for the Department of Energy. H.M.S.O., 1986.

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Cook, Ronald A. Adhesive anchors in concrete under sustained loading conditions. Transportation Research Board, 2009.

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Restrepo, J. I. Seismic behaviour of connections between precast concrete elements. University of Canterbury, Dept. of Civil Engineering, 1993.

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Institute, Welding, and International Institute of Welding, eds. Non-destructive examination of underwater welded steel structures. Abington Pub., 1999.

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Pressure Vessels and Piping Conference (2010 Bellevue, Wash.). Proceedings of the ASME Pressure Vessels and Piping Conference--2010: Presented at ASME 2010 Pressure Vessels and Piping Conference/K-PVP Conference, July 18-22, 2010, Bellevue, Washington, USA. American Society of Mechanical Engineers, 2010.

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Venture, SAC Joint. Interim guidelines: Evaluation, repair, modification and design of welded steel moment frames. SAC Joint Venture, 1995.

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Committee, SAC Joint Venture Guidelines Development. Interim guidelines advisory no. 1, supplement to FEMA-267 interim guidelines: Evaluation, repair, modification and design of welded steel moment frames. Federal Emergency Management Agency, 1997.

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Book chapters on the topic "Structural Joints Testing"

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Portelli, Gene B. "Testing, Analysis, and Design of Structural Adhesive Joints." In Structural Adhesives. Springer US, 1986. http://dx.doi.org/10.1007/978-1-4684-7781-8_10.

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Gleich, D. M., M. J. L. Van Tooren, and A. Beukers. "Structural bonded joint analysis: An overview." In Adhesive Joints: Formation, Characteristics and Testing. CRC Press, 2023. http://dx.doi.org/10.1201/9780429070709-12.

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Biscaia, Hugo, and Carlos Chastre. "Laboratory Tests on Structural Adhesive Joints." In Advances on Testing and Experimentation in Civil Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-23888-8_7.

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Parvatareddy, Hari, Shuangyang Xu, and David Dillard. "Durability of structural adhesives and their bonded joints for high speed aerospace applications." In Adhesive Joints: Formation, Characteristics and Testing. CRC Press, 2023. http://dx.doi.org/10.1201/9780429070709-20.

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Wilhelm, John W. "Field Testing of Structural Bolts and Installation Tools Using a Bolt Tension Calibrator." In Handbook of Bolts and Bolted Joints, 2nd ed. CRC Press, 2025. https://doi.org/10.1201/9781003501183-49.

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Seemann, Ralf. "Mechanical characterization on structural element level." In A Virtual Testing Approach for Honeycomb Sandwich Panel Joints in Aircraft Interior. Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-60276-8_5.

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He, Qi, Zeran Hou, Jie Kong, Lulu Deng, Xiaolong Ma, and Junying Min. "Effect of Welding Processes on Microstructure and Mechanical Properties of Laser-Welded Al-Si-Coated 22MnB5 Steel." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-58006-2_20.

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AbstractTailor welded blank (TWB) has been developed in the automotive industry to improve structural safety and material efficiency. Al-Si-coated 22MnB5 steel is the main material for laser tailor welding due to its resistance to oxidation and decarburization during hot stamping, which can otherwise deteriorate the performance of welded joints. This study investigates the use of partial ablation welding (PAW) and filler wire welding (FWW) as compared to traditional self-fusion welded (SFW) to enhance the mechanical performances of Al-Si-coated 22MnB5 steel welded joints. The effects of weldin
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Kozlowski, A., P. Kawecki, D. Kukla, and K. Ostrowski. "Testing, modelling and design of bolted joints – effect of size, structural properties, integrity and robustness." In Modern Trends in Research on Steel, Aluminium and Composite Structures. Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-4.

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Leite Cavalcanti, Welchy, Elli Moutsompegka, Konstantinos Tserpes, et al. "Integrating Extended Non-destructive Testing in the Life Cycle Management of Bonded Products—Some Perspectives." In Adhesive Bonding of Aircraft Composite Structures. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-319-92810-4_6.

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AbstractIn this chapter, we outline some perspectives on embracing the datasets gathered using Extended Non-destructive Testing (ENDT) during manufacturing or repair process steps within the life cycle of bonded products. Ensuring that the ENDT data and metadata are FAIR, i.e. findable, accessible, interoperable and re-usable, will support the relevant stakeholders in exploiting the contained material-related information far beyond a stop/go decision, while a shorter time-to-information will facilitate a prompter time-to-decision in process and product management. Exploiting the value of ENDT
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Noeske, Michael, Welchy Leite Cavalcanti, Hauke Brüning, et al. "Introduction to Recent Advances in Quality Assessment for Adhesive Bonding Technology." In Adhesive Bonding of Aircraft Composite Structures. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-319-92810-4_1.

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AbstractThe first chapter highlights the relevance of both adhesive bonding technology and in-process quality assessment for mastering twenty-first-century challenges in joining functional and lightweight materials like carbon fibre reinforced polymers. The ongoing developments of the relevant technological and regulatory procedures and frameworks are hereby outlined, following trends for data-driven innovation and standardisation. Advances from monitoring process variables towards the in-depth and objective Extended Non-destructive Testing (ENDT) of material-related features are presented, ba
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Conference papers on the topic "Structural Joints Testing"

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Reisewitz, Tom, and Geralt Siebert. "Concept for full-scale testing of structural sealant glazing facades." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1838.

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<p>Structural glazing joints in glass structures are a challenge for both dynamic loads such as earthquakes and quasi-static loads due to the lack of suitable and up-to-date standardized design guidelines. The seismic design of structural glazing joints is often neglected or generalized, which can have a negative impact on the behavior of heavy glass elements. At the same time, existing design procedures for quasi-static loads are often outdated and oversized, such as ETAG 002, which should be optimized for sustainability reasons. This work underlines the importance of a detailed analysi
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Braml, Thomas, Matthias Haslbeck, Christian Kainz, and Leo Lapidus. "Integrated Structural Assessment Based on Measurements for bridge structures." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0273.

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<p>This article presents four bridge case studies from Germany, where measurement concepts are used for the detailed assessment of existing bridges. The results from Heinrich’s bridge in Bamberg and from the Schwentine bridge in Kiel show examples for the measurement of loads. The bridges Roding and Traunreut show the implementation on the resistance side. Strain gauges, accelerometers and temperature sensors are used at the Heinrich’s bridge for a specific traffic load model. At the Schwentine Bridge temperature and crack sensors are used for fatigue analyses of the coupling joints. At
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Zhang, Wei, Yiyu Wang, Yanli Wang, et al. "Modeling-Based Design and Optimization of a Gradient Composite Transition Joint." In AM-EPRI 2024. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.am-epri-2024p1313.

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Abstract An innovative additively manufactured gradient composite transition joint (AM-GCTJ) has been designed to join dissimilar metals, to address the pressing issue of premature failure observed in conventional dissimilar metal welds (DMWs) when subjected to increased cyclic operating conditions of fossil fuel power plants. The transition design, guided by computational modeling, developed a gradient composite material distribution, facilitating a smooth transition in material volume fraction and physical properties between different alloys. This innovative design seeks to alleviate structu
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Haynes, Gardner, and Robert Baboian. "Laboratory and Field Corrosion Test Results on Aluminum-Transition-Steel Systems on Automobiles." In CORROSION 1995. NACE International, 1995. https://doi.org/10.5006/c1995-95383.

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Abstract Use of steel clad aluminum transition material to join aluminum body panels and structural members to steel is demonstrated. The transition material allows joining of aluminum and steel by conventional techniques such as spot welding and eliminates galvanic corrosion at the joints. Corrosion test results for a wide range of aluminum-transition-steel systems in laboratory tests, atmospheric exposure, and field test plates are presented. The break strength of joints containing two, three, or four members was used as a measure of performance after corrosion testing. Statistical analysis
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Guan, Shiwei William. "Advanced 100% Solids Rigid Polyurethane Coatings Technology for Pipeline Field Joints and Rehabilitation." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03043.

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Abstract This paper describes an advanced 100% solids rigid (or structural) polyurethane technology for field-applied coating of pipeline girth welded joints and pipeline rehabilitation for oil/gas and water/wastewater transmission lines. This technology applies either a castable type resin or a sprayable resin in the field, and allows for encapsulating or coating of steel pipeline joints, or sections, in minutes under a wide variety of conditions. The key technical parameters and requirements associated with the technology for such field coating application are discussed. The lab and field-te
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Corbett, William D., and Carly M. McGee. "Slip Coefficient and Tension Creep Testing of Coatings Used in Slip-Critical Bolted Connections." In SSPC 2012 Greencoat. SSPC, 2012. https://doi.org/10.5006/s2012-00010.

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Abstract Appendix A of the AISC Specification for Structural Joints Using High Strength Bolts published by the Research Council on Structural Connections describes the testing methods to determine the slip coefficient of coatings used in bolted connections. This paper describes the importance of establishing the slip coefficient of faying surfaces, and presents the “soup-to-nuts” process associated with testing and certifying coatings used in slip-critical connections - from test panel fabrication to surface preparation, coating application (including thinning, thickness and curing variables),
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Jaske, C. E. "The Effect of Cathodic Polarization on Fatigue Behavior." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03243.

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Abstract The corrosion-fatigue behavior of cathod¡cally protected ASTM A 710, Grade A, Class 3 steel in seawater was studied. The experimental work consisted of fatigue testing of base-metal specimens and weld joints in seawater and the development of a fatigue model. Corrosion-fatigue testing was performed in synthetic seawater at room temperature using sinusoidal loading at a stress ratio of 0.1 and a frequency of 1Hz. Cathodic polarization levels of -0.09 and -1.13V vs. Ag/AgCI were employed. Base-metal specimens had stress-concentration factors of 1.0, 2.0, 3.5, and 5.0 and were subjected
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Wilson, Fred D. "The Right Material for the Right Job." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89218.

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Abstract The "Oil Patch" while producing the raw materials that go into the manufacturing of thermoset epoxy and polyester resins, have created corrosion problems that are solved with the epoxy and polyester resins. We could call this the "Corrosion Chain" of events. The oil industry has always been aggressive testing and using materials that solve corrosion, structural and safety problems. Without the willingness of the industry personnel to try different materials, and utilize educated gambles, the lining and coating industry would be twenty years behind. The Federal Law RCRA (Resource Conse
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Boucher, Robert. "Microgravity vibration output testing of Space Station rotary joints." In 41st Structures, Structural Dynamics, and Materials Conference and Exhibit. American Institute of Aeronautics and Astronautics, 2000. http://dx.doi.org/10.2514/6.2000-1733.

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Moshier, Monty, Ronald Hinrichsen, Gregory Czarnecki, and Nathan Cook. "Testing Composite Joints Under High Energy Hydrodynamic Ram Conditions." In 45th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics & Materials Conference. American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.2004-1918.

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Reports on the topic "Structural Joints Testing"

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Robinson, Jason. Structural Testing and Analysis of a Joined Wing Technology Demonstrator. Defense Technical Information Center, 2004. http://dx.doi.org/10.21236/ada425641.

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Marinucci, Antonio. ACIP Pile Installation, Installation Monitoring, Full-scale Load Testing, and Extraction Program. Deep Foundations Institute, 2017. http://dx.doi.org/10.37308/cpf-2016-acip-1.

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The Augered Cast-In-Place (ACIP) Pile Committee of the Deep Foundations Institute (DFI) performed a foundation installation, monitoring, performance and extraction program for ACIP piles in the fall of 2016. The purpose of the project was to demonstrate a fully monitored installation of instrumented 18 in (457 mm) and 24 in (610 mm) diameter ACIP piles, including automated monitoring equipment (AME); post-installation thermal integrity profiling (TIP) measurements; compression, tension, and lateral load testing (including monitoring of strain gages embedded along the compression pile shaft); a
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EXPERIMENTAL STUDY ON TRUSS TYPE STEEL REINFORCED CONCRETE JOINTS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.165.

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"This paper presents an experimental study on the structural behavior of two truss type steel reinforced concrete (SRC) joints. The objective is to characterize the mechanical behavior of SRC joints subjected to static loading. The specimens were scaled from a concrete core tube connected to a mega steel truss. Mechanical behavior of the joint zone is extremely complicated due to the complex geometry and interactive forces among the connected members. Monotonic loading tests were carried out through a self-balanced loading system. Sparse cracks were observed under design loads. Spalling concre
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SEISMIC FRAGILITY ANALYSIS OF STEEL FRAMES WITH FULLY-BOLTED CORE TUBE JOINTS. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.3.1.

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In this paper, the joint parameters derived from testing the new fully-bolted core tube beam-column joint were utilized in the finite element analysis of the complete frame structure. The static elastic-plastic time-history analysis of 8, 12, 16, and 20-story steel frames with the braces was carried out. By comparing the maximum inter-layer displacement angles in the X and Y directions when the frame yielded, the rationality of the brace arrangement and the applicability of the new fully-bolted core tube beam-column joints in the multi-story and high-rise steel frames were confirmed. After div
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TESTING OF ADDITIVELY MANUFACTURED STAINLESS STEEL MATERIAL AND CROSS-SECTIONS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.175.

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Powder bed fusion (PBF) additive manufacturing has the potential for significant impact on the construction industry due to its ability to produce complex and free-form components with high-precision. However, the size of components is limited by the build envelope of PBF machines. Laser welding offers a means of joining small individual PBF parts together to create larger-scale parts. This paper investigates the microstructure and material properties of stainless steel coupons with and without laser-welded joints, in conjunction with the structural performance of stainless steel circular holl
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