Relevant bibliographies by topics / Steel, 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 'Steel, Structural Joints Testing'

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

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Journal articles on the topic "Steel, Structural Joints Testing"

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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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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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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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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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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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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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Sonar, Tushar, Mikhail Ivanov, Igor Shcherbakov, et al. "Enhancing Welding Productivity and Mitigation of Distortion in Dissimilar Welding of Ferritic-Martensitic Steel and Austenitic Stainless Steel Using Robotic A-TIG Welding Process." Journal of Manufacturing and Materials Processing 8, no. 6 (2024): 283. https://doi.org/10.3390/jmmp8060283.

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The P91 martensitic steel and 304L austenitic stainless steels are two mainly used structural steels in power plants. The major problem in conventional multipass tungsten inert gas (TIG) welding of P91/304L steel is high heat input and joint distortion, increased cost and time associated with V groove preparation, filler rod requirement, preheating and welding in multiple passes, and labor efforts. Hence, in this study, a novel approach of robotically operated activated flux TIG (A-TIG) welding process and thin AlCoCrFeNi2.1 eutectic high entropy alloy (EHEA) sheet as the interlayer was used 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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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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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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Dissertations / Theses on the topic "Steel, 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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Feng, Ran, and 馮然. "Design of cold-formed stainless steel tubular joints." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B41290628.

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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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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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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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Jiao, Hui 1963. "The behaviour of very high strength (VHS) members and welded connections." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/9417.

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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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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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Vora, Hitesh. "Shear Wall Tests and Finite Element Analysis of Cold-Formed Steel Structural Members." Thesis, University of North Texas, 2008. https://digital.library.unt.edu/ark:/67531/metadc9726/.

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The research was focused on the three major structural elements of a typical cold-formed steel building - shear wall, floor joist, and column. Part 1 of the thesis explored wider options in the steel sheet sheathing for shear walls. An experimental research was conducted on 0.030 in and 0.033 in. (2:1 and 4:1 aspect ratios) and 0.027 in. (2:1 aspect ratio) steel sheet shear walls and the results provided nominal shear strengths for the American Iron and Steel Institute Lateral Design Standard. Part 2 of this thesis optimized the web hole profile for a new generation C-joist, and the web crippl
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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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Books on the topic "Steel, Structural Joints Testing"

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

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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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), Research Council on Structural Connections (U S. Specification for structural joints using ASTM A325 or A490 bolts. American Institute of Steel Construction, 1996.

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Research Council on Structural Connections (U.S.). Specification for structural joints using ASTM A325 or A490 bolts. American Institute of Steel Construction, 2000.

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Martikainen, Jukka K. On the effects of welding parameters on weld quality of plasma arc keyhole welding of structural steels. Lappeenranta University of Technology, Department of Mechanical Engineering, 1989.

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

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International Symposium on Welding Metallurgy of Structural Steels (1987 Denver, Colo.). Welding metallurgy of structural steels: Proceedings of an International Symposium on Welding Metallurgy of Structural Steels. The Society, 1987.

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Book chapters on the topic "Steel, Structural Joints Testing"

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Walker, James, and Robert Xiao. "Experimental Testing of a Portal Frame Connection Using Glued-In Steel Rods." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_51.

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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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Dasgupta, Ashoke Kumar. "Welded Joints." In Design of Structural Steel Joints. CRC Press, 2024. http://dx.doi.org/10.1201/9781003539124-3.

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Dasgupta, Ashoke Kumar. "Bolted Joints." In Design of Structural Steel Joints. CRC Press, 2024. http://dx.doi.org/10.1201/9781003539124-4.

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Dasgupta, Ashoke Kumar. "Joints in Steel Structure." In Design of Structural Steel Joints. CRC Press, 2024. http://dx.doi.org/10.1201/9781003539124-2.

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Dasgupta, Ashoke Kumar. "Design Charts." In Design of Structural Steel Joints. CRC Press, 2024. http://dx.doi.org/10.1201/9781003539124-5.

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Dasgupta, Ashoke Kumar. "General." In Design of Structural Steel Joints. CRC Press, 2024. http://dx.doi.org/10.1201/9781003539124-1.

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Dasgupta, Ashoke Kumar. "Plates Showing Typical Joints of Industrial Structures." In Design of Structural Steel Joints. CRC Press, 2024. http://dx.doi.org/10.1201/9781003539124-6.

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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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Conference papers on the topic "Steel, Structural Joints Testing"

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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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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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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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Santiago-Flores, Alejandro, and Edgar Tapia-Hernández. "Seismic Behavior of Steel Beam to Box Column Connections." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0105.

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<p>In recent years, the use of steel elements in building constructions in seismic regions has increased. Although steel structures have generally performed well during earthquakes, their seismic vulnerability significantly depends on the performance of their components. In this research, the results of two full-scale steel beam-to-column moment connections tested under cyclic loading are discussed. The prototypes were made up of box columns and I-shaped beams with an exterior beam-to-column joint. The physical full-scale cyclic testing was corroborated through nonlinear finite element (
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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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Di Gianfrancesco, A., L. Cipolla, D. Venditti, S. Neri, and M. Calderini. "Creep Behavior and Microstructural Analysis of FB2 Trial Rotor Steel." In AM-EPRI 2007, edited by R. Viswanathan, D. Gandy, and K. Coleman. ASM International, 2007. https://doi.org/10.31399/asm.cp.am-epri-2007p0366.

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Abstract The development of new ferritic-martensitic steels for rotor applications was a primary focus of the joint research projects COST 501 and COST 522. During COST 501, multiple trial compositions of 9-10% chromium steels underwent comprehensive testing, with the COST 522 project ultimately selecting the most promising candidate, FB2, a 10% Cr steel containing cobalt and boron additions, notably without tungsten. Società delle Fucine (SdF) successfully produced an FB2 prototype rotor using a conventional manufacturing process involving ladle furnace and vacuum degassing techniques. A comp
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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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Tan, Kang Hai, and Kang Chen. "An experimental study of composite effect on the behaviour of beam-column joints subjected to impact load." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6952.

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This paper presents an experimental study on structural behaviour of composite beam-column joints under a middle column removal scenario. Specimens were subjected to impact loads from an MTS drop-weight testing machine. Two joints with welded unreinforced beam flange and bolted web connections were designed per AISC 360-10. One of the beam-column joints had a thicker composite slab. The joints were restrained by pinned supports at two beam ends, which were connected to rigid A-frames to represent boundary conditions from adjacent structures. Test results indicated that the composite slab signi
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MANSOUR, MIMA, MOHAMMAD ALI FAKIH, FADI AL-BADOUR, and SAMIR MUSTAPHA. "ASSESSMENT OF INTERMETALLIC COMPOUNDS WITHIN DISSIMILAR JOINTS USING NONLINEAR GUIDED- WAVE FEATURES." In Structural Health Monitoring 2023. Destech Publications, Inc., 2023. http://dx.doi.org/10.12783/shm2023/37009.

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The welding of dissimilar materials finds a wide variety of applications in the fields of industrial construction and manufacturing. One of the most prominent challenges of these techniques is the development of intermetallic compounds (IMCs) at the joint level, which reduces the strength of the welds. Nonlinear ultrasound detection methods are used as modern non-destructive testing tools for inspecting early damage in various materials. This study investigates the assessment of the thickness of the IMC layer within dissimilar joints using nonlinear guided-wave (GW) features. A numerical inves
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Hahnlen, Ryan, Gordon Fox, and Marcelo J. Dapino. "Laser Welding of Nickel Titanium and 304 Stainless Steel Tubes." In ASME 2011 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. ASMEDC, 2011. http://dx.doi.org/10.1115/smasis2011-5226.

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Shape memory nickel-titanium (NiTi) can generate large blocking stresses and high recovery strains, up to 8%, which make NiTi a good candidate for solid state actuators, resulting in substantial weight and space savings when they replace traditional electric or hydraulic systems. A challenge surrounding NiTi based actuators is integration of the NiTi components into a given system; this alloy is difficult and expensive to machine and weld to itself and structural materials. In this research, we join NiTi and 304 stainless steel tubes 9.52 mm (0.375 in) in diameter through laser welding to crea
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Reports on the topic "Steel, Structural Joints Testing"

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Gao, Jun-Dong, Huan-Xin Yuan, and Xin-Xi Du. NUMERICAL STUDY ON STRUCTURAL BEHAVIOUR OF STAINLESS STEEL BEAM-TO-COLUMN JOINTS WITH DOUBLE EXTENDED END-PLATE CONNECTIONS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.157.

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Cady, C. M., S. R. Chen, and G. T. III Gray. Dynamic materials testing and constitutive modeling of structural sheet steel for automotive applications. Final progress report. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/380343.

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Rice, Veronika J. Initial Testing for the Recommendation of Improved Gas Metal Arc Welding Procedures for HY-80 Steel Plate Butt Joints at Norfolk Naval Shipyard. Defense Technical Information Center, 2015. http://dx.doi.org/10.21236/ad1009205.

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McInerney, Michael, Matthew Brenner, Sean Morefield, Robert Weber, and John Carlyle. Acoustic nondestructive testing and measurement of tension for steel reinforcing members. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/42181.

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Many concrete structures contain internal post-tensioned steel structural members that are subject to fracturing and corrosion. The major problem with conventional tension measurement techniques is that they use indirect and non-quantitative methods to determine whether there has been a loss of tension. This work developed an acoustics-based technology and method for making quantitative tension measurements of an embedded, tensioned steel member. The theory and model were verified in the laboratory using a variety of steel rods as test specimens. Field tests of the method were conducted at thr
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Palkovic, Steven, Yasamin Salamat, Brendon Willey, and Simon Bellemare. PR-610-183867-R01 Fracture Toughness via In-ditch Non-destructive Testing - Validation. Pipeline Research Council International, Inc. (PRCI), 2020. http://dx.doi.org/10.55274/r0011802.

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A challenge for many pipeline operators is missing or incomplete records for sections of their transmission pipeline networks, especially regarding fracture toughness properties. These toughness values are necessary for performing fitness for service calculations and engineering critical assessment. New regulations for gas transmission pipelines stipulate conservative default values for applicable assets when traceable, verifiable, and complete (TVC) records are not available. The new rules allow for the use of nondestructive techniques within material verification programs to measure the actu
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Kanakamedala, Deven, Jungil Seo, Amit H. Varma, Robert J. Connor, and Anna Tarasova. Shear and Bearing Capacity of Corroded Steel Beam Bridges and the Effects on Load Rating. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317634.

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Corrosion in the girders of steel girder bridges often occurs due to the deicing salts, water, and other debris that leak through the deck joints into the web and bottom flange at the girder ends. Corrosion causes loss of cross-sectional area leading to a reduction in section properties of the member, which eventually results in a reduction in structural resistance against shear and bearing. In this study, seven full-scale tests were performed on decommissioned steel girders acquired from bridges scheduled for demolition in Indiana. Two of the four girders had severe corrosion with cracks and
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Tarasova, Anna, Deven Kanakamedala, Jungil Seo, Amit H. Varma, and Robert J. Connor. New Repair Strategies for Life-Cycle Extension of Corroded Steel Girder Bridges. Purdue University, 2025. https://doi.org/10.5703/1288284317748.

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Steel girder ends are susceptible to corrosion damage due to deicing salts, water, and other contaminants leaking from failed expansion joints. When corrosion becomes significant, it leads to a reduction in the sectional properties of steel girders and consequently reduces bearing and shear resistance. Conventional repair methods, although effective, require substantial time and resources to complete, causing public inconvenience from necessary traffic closures. Therefore, there is a need for practical, rapid, and robust repair methods suitable for implementation by local Department of Transpo
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Nema, Arpit, and Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/zisp3722.

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This report describes the design, construction, and shaking table response and computation simulation of a Low Seismic-Damage Bridge Bent built using Accelerated Bridge Construction methods. The proposed bent combines precast post-tensioned columns with precast foundation and bent cap to simplify off- and on-site construction burdens and minimize earthquake-induced damage and associated repair costs. Each column consists of reinforced concrete cast inside a cylindrical steel shell, which acts as the formwork, and the confining and shear reinforcement. The column steel shell is engineered to fa
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Grant, Charles. Diaphragm Walls as Permanent Basement Walls in Regions of High Seismicity. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2012-slwl-1.

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Reinforced concrete structural slurry walls have been used in the United States since the early 1960s. The typical practice, and one that makes the economics of slurry walls particularly attractive, is to design the walls to act as both temporary excavation support and permanent basement walls. They often serve as multi-story basements and below grade parking for buildings, for tunnels, subway stations, and other buried structures. One of the early applications was for a foundation for a subway station in San Francisco, but for the most part they have been used more extensively in regions of l
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Murray, Matthew, Trace Thornton, Stephen Rowell, and Clifford Grey. Dynamic material properties of Grade 50 steel : effects of high strain rates on ASTM A992 and A572 Grade 50 steels. Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47445.

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Uniaxial tensile tests were conducted on American Society for Testing Materials International (ASTM) A992 and A572 Grade 50 steels at increasing strain rates to determine the material strength properties of structural members subjected to dynamic loadings. The increase in dynamic yield strength and ultimate tensile strength was determined to update design criteria within UFC 3-340-02, which are currently limited to ASTM A36 and A514 steels. The proposed updates will provide the necessary information required to design blast-resistant structures utilizing modern-day structural steels. The dynam
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