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Relevant bibliographies by topics / Static bending strength

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Academic literature on the topic 'Static bending strength'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

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Journal articles on the topic "Static bending strength"

1

Zhang, Yang, and Zhi Ming Yu. "Predicted Model of Section Stress Distribution and Bending Strength of Fiberboard Based on Vertical Density Profile." Materials Science Forum 704-705 (December 2011): 424–33. http://dx.doi.org/10.4028/www.scientific.net/msf.704-705.424.

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To study the impact of VDP on the bending process of fiberboard, this paper deeply researched into the dynamic changes of section stress distribution of fiberboard during the process of loading and bending and built a static bending strength predicting model, which is based on the piecewise function by simulating fiberboard VDP, theory of elasticity and plasticity, lamella inter-bedded theory and VDP model. The results show: The bending process of fiberboard can be divided into two stages which are elasticity period and elasticity-plasticity period. The latter includes both elasticity region a

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Brzeziński, Karol, Grzegorz Adamczewski, and Paweł Tutka. "Wpływ obciążeń cyklicznych na wytrzymałość statyczną piasku związanego cementem – ujęcie jakościowe." Roads and Bridges - Drogi i Mosty 16, no. 1 (2017): 37–46. http://dx.doi.org/10.7409/rabdim.017.003.

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The main purpose of the paper is to evaluate the effect of cyclic loading on the static bending strength Rb of cement-bound sand (CBS). The mixture contained graded standard quartz sand bound with cement added at a proportion of 10% of the weight of sand. The main part of the experimental research were three-point bending tests performed on rectangular specimens. The specimens were subjected to cyclic pre-loading with different numbers of cycles and different bending force values. Strength tests were then conducted on pre-loaded specimens and the results were compared with non-preloaded specim

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Hao, Chengyi, Kaiqiang Zhang, Shuangbao Zhang, and Wei Song. "Modification of Wood Flour/Phenolic Resin Composites with Bamboo Pulp Residue." Forest Products Journal 68, no. 3 (2018): 211–15. http://dx.doi.org/10.13073/fpj-d-18-00016.

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Abstract The purpose of this paper is to discuss the influence of different proportions of bamboo pulp residue on the bending strength, the static bending strength, the water absorption rate, and the microstructure of wood flour/phenolic resin composites. The level of bamboo pulp residue ranged from 0 to 30 percent. According to the optimum technological parameters of the pretest, the resin content, the molding temperature, and the molding time were controlled within 51 to 54 percent, 152°C to 160°C, and 51 to 60 s/mm, respectively. Compared with the control group, there were remarkable improv

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Kinawy, Moustafa, Richard Butler, and Giles W. Hunt. "Bending strength of delaminated aerospace composites." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 370, no. 1965 (2012): 1780–97. http://dx.doi.org/10.1098/rsta.2011.0337.

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Buckling-driven delamination is considered among the most critical failure modes in composite laminates. This paper examines the propagation of delaminations in a beam under pure bending. A pre-developed analytical model to predict the critical buckling moment of a thin sub-laminate is extended to account for propagation prediction, using mixed-mode fracture analysis. Fractography analysis is performed to distinguish between mode I and mode II contributions to the final failure of specimens. Comparison between experimental results and analysis shows agreement to within 5 per cent in static pro

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Yao, Wei, Kaiwen Xia, and Ajay Kumar Jha. "Experimental study of dynamic bending failure of Laurentian granite: loading rate and pre-load effects." Canadian Geotechnical Journal 56, no. 2 (2019): 228–35. http://dx.doi.org/10.1139/cgj-2017-0707.

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In deep underground rock engineering projects, rocks are under static pre-load and they may further experience dynamic load due to earthquakes or production blasts. It is thus desirable to consider dynamic failure of rocks subjected to static pre-load. Besides, bending load is commonly encountered near underground openings. Therefore, this study considers the effect of the pre-load on the dynamic bending strength of Laurentian granite (LG). Using a modified split Hopkinson pressure bar system, the semi-circular bend (SCB) method is applied to carry out the bending tests. Five groups of SCB spe

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Schreiber, P., J. Crandall, S. Hurwitz, and G. S. Nusholtz. "Static and dynamic bending strength of the leg." International Journal of Crashworthiness 3, no. 3 (1998): 295–308. http://dx.doi.org/10.1533/cras.1998.0077.

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Matsuo, Tsuyoshi, Masayuki Nakada, and Kazuro Kageyama. "Prediction of fiber-directional flexural strength of carbon fiber-reinforced polypropylene based on time–temperature superposition principle." Journal of Composite Materials 52, no. 6 (2017): 793–805. http://dx.doi.org/10.1177/0021998317714638.

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This study verified that the time–temperature superposition principle for fiber-directional flexural strength can be applied to thermoplastic composites undergoing instantaneous fast phenomena such as impact failure and long-term phenomena such as creep failure, by constructing the time- and temperature-dependent master curve of relaxation modulus of thermoplastic resin. The master curve could be transformed to another master curve that predicts fiber-directional flexural strength of carbon fiber-reinforced thermoplastic composites based on the micro-buckling failure theory expressed mainly by

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TOKAJI, Keiro, Takeshi OGAWA, and Yozo KATO. "Static strength and rotating bending fatigue strength of aluminum-lithium alloys." Journal of the Society of Materials Science, Japan 39, no. 439 (1990): 400–405. http://dx.doi.org/10.2472/jsms.39.400.

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Konofalska, Eliza, Paweł Kozakiewicz, Włodzimierz Buraczyk, Henryk Szeligowski, and Hubert Lachowicz. "The Technical Quality of the Wood of Scots Pine (Pinus sylvestris L.) of Diverse Genetic Origin." Forests 12, no. 5 (2021): 619. http://dx.doi.org/10.3390/f12050619.

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This work contains the preliminary results of research into the technical quality of the wood from Scots pine trees of diverse genetic origin, grown on an experimental plot at the Forest Experimental Station in Rogów. The following are the parent stands, numbered: 5 (the Tucholskie Forest 130 m a.s.l.), 7 (the Napiwodzko–Ramuckie Forest 145 m a.s.l.), 10 (the Piska Forest 145 m a.s.l.), 12 (the Biała Forest 95 m a.s.l.), 13 (the Namysłowsko–Ostrzeszowskie Forest 190 m a.s.l.), 15 (the Knyszyńska Forest 165 m a.s.l.), and 16 (the Nowotarskie Forest 590 m a.s.l.). The tested wood was obtained in

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Подібка, Тарас. "ПОБУДОВА МАТЕМАТИЧНОЇ МОДЕЛІ МІЦНОСТІ МЕБЛЕВИХ ЩИТІВ ІЗ СКЛЕЄНИХ РЕЙОК ДЕРЕВИНИ БУКА". Forestry, Forest, Paper and Woodworking Industry 50 (13 вересня 2024): 65–76. https://doi.org/10.36930/42245006.

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It is substantiated and proposed on the basis of a system analysis to use in the technological processes of woodworking short-sized and dimensionally suitable residues in a massive form for the production of furniture boards. Furniture boards was made from beech wood, which was tested to the limit of strength during static bending. The furniture boards were made of hard-leaved species (common beech (Fagus sylvatica L.) according to the developed methodological grid of the experiment. Based on the obtained results, a mathematical (regression) model of the dependence of the strength limit during

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Dissertations / Theses on the topic "Static bending strength"

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Poulin, John P. "Bond and Static Bending Strength of FRP-Reinforced Glulam Beams Using Western Wood Species. Vol. 1." Volume 1 Volume 2, 2001. http://www.library.umaine.edu/theses/theses.asp?Cmd=abstract&ID=CIE2001-002.

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Shuchan, Pu. "Evaluation of non-destructive test methods for predicting the static bending stiffness and strength properties of thermally modified timber." Thesis, Linnéuniversitetet, Institutionen för skog och träteknik (SOT), 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-66829.

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Non-destructive technologies have been applied on predicting the stiffness and strength properties of timber for decades. However, these technologies have rarely been investigated on predicting the properties of thermally modified timber. This study was performed to investigate the non-destructive technologies on estimating of the strength and stiffness properties of thermally modified timber. The material that was utilized for study is full-size structural Norway spruce. Twenty-five thermally modified boards were investigated by applying both non-destructive technologies and static bending te

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Weber, Jozef. "Tribuna fotbalového stadionu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265685.

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The aim of the diploma thesis was to design the precast reinforced concrete prefabricated structures of the football tribune. It was modernized sports center in Brno. According to the investor was determined the shape of the football tribune. It was compiled the design documentation. For the calculation of inner strengths was used the software Dlubal RFEM, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. My thesis contains textual part, inner strengths, static calculations, drawing documentation of composition of st

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Wei, Ber-Lin. "The static in-plane strength of welded steel plate I-girders under bending /." Diss., 1998. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:9914252.

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Chang, Li-Yen, and 張立言. "Experimental Analysis on The Static and Fatigue Strength for Aluminum Honeycomb Sandwich Strctures under Bending Loading." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/60691397389029837313.

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碩士<br>中華大學<br>機械與航太工程研究所<br>94<br>The static and fatigue strength for Aluminum honeycomb sandwich plates under four-point bending were experimentally analyzed in the research. The thickness of face sheet; the height and the size of honeycomb cell were considered as the study parameters in the experimental program. Totally seven different kinds of specimens were designed to study the effect of these parameters on the strength of honeycomb sandwich plates. In the static tests, the ultimate strength, local out-of-plane deformation, and in-plane strain on the face sheet of specimens were measure

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Lin, Hung-Pin, and 林鴻斌. "Effect of Temperature/Humidity on The Static and Fatigue Strength of Aluminum Honeycomb Sandwich Structure under Bending Loading." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/57009611450709745797.

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碩士<br>中華大學<br>機械工程學系碩士班<br>98<br>To understand the effect of temperature/humidity on the bending strength of aluminum honeycomb sandwich panels, the static and cyclic bending strength of the aluminum honeycomb sandwich panels under various environmental conditions will be experimentally analyzed in this study. According to the response of industrial users, the major cause of the fatigue failure of aluminum honeycomb panels is the adhesive debonding between the panel and the cell core. Furthermore, the local hot-wet environment will reduce the fatigue strength apparently. A systemic analysis on

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唐自鶴. "Experimental Analysis on Static and Fatigue Bending Strengths of Glass-Polypropylene Composite/Aluminum Foam Sandwich Structures." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/79294648095613251631.

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碩士<br>國立臺灣海洋大學<br>機械與機電工程學系<br>101<br>In this thesis, the static and bending fatigue strengths of the sandwich beams with glass/polypropylene laminate faces and aluminum foam core were experimentally analyzed. The ply directions of the laminate faces, the core heights, and the face thicknesses were considered as the variables in the experimental program. The critical loads for five considered characteristic failure mode, i.e., face failure, local indentation, and three types of core shear failure, were obtained theoretically. The minimum critical load among the five critical loads correspondin

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Books on the topic "Static bending strength"

1

Lameris, J. The static strength of mechanically fastened carbon-epoxy joints without bending. National Aerospace Laboratory, 1989.

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Keller, Thomas. Use of fibre reinforced polymers in bridge construction. International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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<p>The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre reinforced polymers as structural components in bridges until the end of the year 2000.<p> Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers a

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Book chapters on the topic "Static bending strength"

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Gao, Dongyu, Jinyu Ma, Huisai Zheng, Menzhe Zhang, and Jingyi Zhao. "Optimal Design of Frame Structure of Center Axle Trailer Under Heavy Load Conditions." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1876-4_16.

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AbstractIn recent years, the mid axle train has gradually entered the transportation market because of its large loading capacity and flexible steering. The static simulation of full load bending, full load torsion and full load braking were carried out for the upper and lower platforms of the trailer frame, and the stress and deformation were obtained. Through the topology optimization design, the pseudo density cloud image with material removal as the optimization objective was obtained. The response surface optimization method was used to adjust the main optimization parameters of the frame

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Velasco Manrique, Jorge, Marta Ingelmo Gómez, Javier Romo García, José Antonio López Vicente, and Esteban Cañibano Álvarez. "Tubular Structure of an Urban Electric Vehicle with High Crashworthiness Performance." In Proceedings of the XV Ibero-American Congress of Mechanical Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-38563-6_24.

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AbstractThis work summarizes the methodology and results of the design of a light and safe vehicle structure based on high-strength steel, aiming at its introduction in urban environments. The structure is made of a tubular chassis design easily scalable and modular, taking into consideration safety features from the very beginning of the design stage. The structural integrity of the vehicle from a static point of view is validated through torsional and bending stiffness simulations and experiments, as well as fatigue assessment. The crashworthiness is evaluated by applying the procedures set

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Askar, Mohamed, and M. Rashad Islam. "Bending and Shear Stress in Beams and Frames." In Statics and Strength of Materials for Construction, Engineering Technology, and Architecture. CRC Press, 2024. http://dx.doi.org/10.1201/9781003347378-14.

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Miyachika, Kouitsu, Kazuteru Oda, Hideaki Katanuma, Jun Iwanaga, and Satoshi Oda. "Effects of Heating Time, Electric Power and Frequency on Bending Fatigue Strength of Induction Hardened Gears." In Solid State Phenomena. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/3-908451-25-6.527.

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"THE STATIC STRENGTH OF T-JOINTS UNDER BENDING IN DIFFERENT DIRECTIONS." In Tubular Structures V. CRC Press, 2004. http://dx.doi.org/10.1201/9781482271355-181.

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Lindemann, Thomas, Patrick Kaeding, Alexander Willsch, Alessandro La Ferlita, and Dario Boote. "Investigations on Ultimate Strength for a Container Vessel Under Combined Loads." In Progress in Marine Science and Technology. IOS Press, 2022. http://dx.doi.org/10.3233/pmst220080.

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The progressive collapse behavior of a container vessel in pure vertical, horizontal and biaxial bending is determined by nonlinear finite element analyses. A parametric finite element model is used to demonstrate the influence of nonlinear material behavior and welding related imperfections on the ultimate hull girder strength. Convergence for nonlinear static implicit analyses is ensured by using the full Newton-Raphson scheme and the results are validated against Smith’s method.

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Randl Norbert and Simon Csaba. "Static and dynamic testing of RC-slabs with high strength concrete overlay." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-980.

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In the frame of a research project funded by the Austrian Research Foundation (FFG) the load bearing behavior of RC members upgraded with high strength concrete (HSC) overlays was investigated. HSC overlays provide &ndash; due to its decreased capillary porosity &ndash; a more durable and compact top layer and a higher resistance against mechanical abrasion. First, slant shear specimens were tested in order to determine the bond properties between normal concrete and the HSC overlay. Structural bending tests with reinforced concrete slabs with various overlay types and surface roughnes

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Jiang, Zhaozhuang, Yan Zhu, Juan Du, and Shihao Sun. "The Structure Design and Performance Analysis of an Automated Guided Vehicle (AGV) Frame for Large Load." In Advances in Transdisciplinary Engineering. IOS Press, 2024. http://dx.doi.org/10.3233/atde240216.

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Aiming at the problem of the limited load of automated guided vehicle (AGV) used in logistics transportation, design a simple structure, safe and reliable AGV frame. The frame adopts seesaw structure to reduce the deviation of center of gravity, so that it can bear large load, and analyze its performance. The three-dimensional modeling of the AGV frame was created with SOLIDWORKS software and imported into HYPERWORKS for static analysis of full-load bending conditions, full-load bending and torsion conditions, emergency braking conditions, and emergency turning conditions to determine whether

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Maciel, Ricardo, Daniel F. O. Braga, Virgínia I. M. N. Infante, Pedro M. G. P. Moreira, and Lucas F. M. da Silva. "Development of Hybrid Linear Friction Welding of overlap and T joints in aluminum alloys." In METHODOLOGY FOCUSED ON THE AREA OF INTERDISCIPLINARITY- V1. Seven Editora, 2023. http://dx.doi.org/10.56238/methofocusinterv1-076.

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While Linear Friction Welding (FSW) has been shown to produce high performance butt joints, stress concentration at the weld edges in the FSW lap significantly reduces the performance of these joints. In this article, the research studies carried out will be presented, referring to the development of the process of joining metals, linear friction welding (FSW) in combination with adhesive bonding (AB), Friction Stir Weld-Bonding (FSWB), for overlapping joints (SLJ) and AA 6082-T6 aluminum alloy T-joints. Before the manufacturing of optimized joints was achieved, it was necessary to carry out s

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Winkel, G. D. De, and J. Wardenier. "The static strength and behaviour of multiplanar i-beam to tubular column connections loaded with in-plane bending moments." In Connections in Steel Structures III. Elsevier, 1996. http://dx.doi.org/10.1016/b978-008042821-5/50072-9.

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Conference papers on the topic "Static bending strength"

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von der Ohe, Christian B., Roy Johnsen, and Nuria Espallargas. "The Effect of Cyclic and Static Tensile Stresses on the Tribocorrosion Behavior of Austenitic and Duplex Stainless Steels in Marine Environment." In CORROSION 2011. NACE International, 2011. https://doi.org/10.5006/c2011-11408.

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Abstract Many tribological components are exposed to wear in a corrosive environment, these are usually structural elements, also supporting applied static and/or cyclic tensile loading. There are no research and test methodologies available for evaluating the multidegradation mechanisms of such complex degradation scenarios. In the present work, a new test apparatus has been developed to reproduce the multidegradation phenomena at lab scale, by exposing test specimens to any combination of cyclic and static 4-point bending and reciprocating sliding contact in a corrosive environment under ele

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Takahashi, Koji, Kotoji Ando, and Shinji Saito. "Improvement of Static Fatigue Strength of Silicon Nitride Composite." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71339.

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Si3N4/SiC composite ceramics were hot-pressed in order to investigate their crack-healing behavior under cyclic stress and the resultant static fatigue strength. Semi-elliptical surface cracks of 100 μm in surface length were made on each specimen. The pre-cracked specimens were crack-healed under a cyclic bending stress of 210MPa in air at 900, 1000, 1100, and 1200 °C. The bending strength and static fatigue strength of the crack-healed specimens were systematically investigated at each healing temperature. The specimens which has been crack-healed and static fatigue-tested at 900 and 1000°C

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Pol, P. Santamarina. "Dynamic and Static Design of Engine Test Benches." In ASME 1991 Design Technical Conferences. American Society of Mechanical Engineers, 1991. http://dx.doi.org/10.1115/detc1991-0306.

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Abstract The elastic mechanical strength of the large and medium reciprocating engine test benches, is calculated for vertical and horizontal bendings and for torsion. The dynamic loads - horizontal vibrating forces and vertical vibrating couples (bending and torsion) and horizontal vibrating couple,- and the static loads, - distributed weight of the bench itself and the machinery and the motor torque (torsion), - are analyzed. It is pointed out that the bench body of reinforced concrete is submitted to bending moments and shearing forces and to torsion couples. This paper is the continuation

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Sawa, Toshiyuki, and Atsushi Karami. "Stress Analysis and Strength of Scarf Adhesive Joints of Dissimilar Adherends Subjected to Static Bending Moments." In ASME 2007 International Mechanical Engineering Congress and Exposition. ASMEDC, 2007. http://dx.doi.org/10.1115/imece2007-41597.

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The stress distributions in scarf adhesive joints of dissimilar adherends under static bending moments are analyzed using three-dimensional finite-element calculations. The code employed is ANSYS. In FEM calculations, the effects of Young’s modulus of the adhesive, adhesive thickness, scarf angle of the adherend on the stress distributions at the adhesive interface are examined. As the results, it is found that the maximum value of the maximum principal stress occurs at the edge of the scarf adhesive interface. It is also observed that the maximum value of the stress is minimum, when the scarf

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Triwinanto, Puguh, Tri Handayani, and L. Baskoro. "Static and Fatigue Bending Strength Analysis of Flash Butt Welding Join for Light Rail Transportation." In Proceedings of the 11th Asia Pacific Transportation and the Environment Conference (APTE 2018). Atlantis Press, 2019. http://dx.doi.org/10.2991/apte-18.2019.35.

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Lu, Jie, and Guang-ping Zou. "Experimental investigation of static and thermal-mechanical bending fatigue strength of steel honeycomb sandwich beams." In Fourth International Conference on Experimental Mechanics, edited by Chenggen Quan, Kemao Qian, Anand K. Asundi, and Fook S. Chau. SPIE, 2009. http://dx.doi.org/10.1117/12.851443.

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Paboeuf, Stéphane, Maxime Deydier, Quentin Sourisseau, Emilie Leprêtre, Sylvain Chataigner, and Xavier Chapeleau. "Static and Fatigue Strength Assessment of Composite Patch Repair." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-121843.

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Abstract Marine and Offshore industries are looking for rapid, efficient and qualified repair solutions for damaged or corroded structures. Patch made in composite materials can offer such qualities as confirmed by the Joint Industry Project StrengthBond Offshore (JIP SBO) led by Bureau Veritas. Indeed, since 2019, Bureau Veritas, in collaboration with its partners, studied and analyzed the strength behaviour of composite patch repairs based on a large numerical and experimental testing campaign. The JIP SBO consortium designed a layered composite patch composed of an epoxy resin with glass an

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Chiew, S. P., Y. Q. Cai, and Y. B. Shao. "Static Strength of Square T-Joints Reinforced with Collar Plate Loaded by In-Plane Bending Load." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_277.

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Nogaito, Ryo, Toshiyuki Sawa, and Atsushi Karami. "3-D FEM Stress Analysis and Strength of Adhesive-Rivets Combination Joints Under Static and Impact In-Plane Bending Moments." In ASME 2008 International Mechanical Engineering Congress and Exposition. ASMEDC, 2008. http://dx.doi.org/10.1115/imece2008-66754.

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Stress distributions in adhesive-rivets combination joints subjected static bending moments are calculated using three-dimensional finite-element calculations. The stress propagation and stress distribution subjected to impact bending moments are also calculated using three-dimensional FEM calculations. In the FEM calculations, the effects of number, position and diameter of rivets, and Young’s modulus of the rivet on the stress distributions at the adhesive interface are examined from fail-safe design standpoints. From the FEM results, the maximum value of peel stress decreases as the positio

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Coburn, Todd. "Ultimate Strength of Aircraft Structures." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-39986.

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Strength analysis of aircraft structures focuses on static strength, fatigue, and damage tolerance of the materials. Countless hours are invested in quantifying the static strength, which is allowed to fully yield under ultimate loads so that the structure can be designed as light and efficient as possible. This analysis is critical to a lightweight initial design, but is also of great importance in the evaluation of engineering modifications and repairs. Analysis of the critical sections often resorts to plastic bending analysis, and use of E.F. Bruhn’s Iterative Slice Method, or Cozzone’s Si

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Reports on the topic "Static bending strength"

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Rosenfeld, Hart, and Zulfiqar. L51994 Acceptance Criteria for Mild Ripples in Pipeline Field Bends. Pipeline Research Council International, Inc. (PRCI), 2003. http://dx.doi.org/10.55274/r0010395.

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Field bends in large diameter pipe are routinely used in the construction of oil and gas pipelines. Mild ripples along the intrados are often unavoidable where such bends have a high D/t or high yield strength. Present regulations and industry standards differ in their treatment of mild ripples, ranging from silence to prohibition, depending upon interpretation. Consequently, the application of acceptance standards for such features is inconsistent, leading to variable standards of inspection and probable scrapping of otherwise sound bends. Finite element analysis (FEA) was used to estimate th

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EXPERIMENTAL STUDIES OF THE SORBITE STAINLESS STEEL PLUG-PIN SCAFFOLD JOINT. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.9.

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Systematic experimental studies were performed for the purpose of obtaining the material properties of cold-formed sorbite stainless steel and the mechanical parameters of plug-pin joint. As a new type of material, the scaffold made of sorbite stainless steel has the advantages of convenient construction, high strength and stainless steel. The static tensile tests for S500 sorbite stainless steel investigating the material characteristics of plug-pin joint were carried out. The bending moment, the compressive force, the tensile force and the shear force were applied to the joint respectively.

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RETROFIT EFFECT AND FLEXURAL CAPACITY OF H-SECTION BEAM- THROUGH BEAM-COLUMN CONNECTIONS FOR STEEL MODULAR FRAMES. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.2.4.

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Abstract:

Beam-through steel beam-column configurations are distinct from traditional column-through steel structures because they discontinue columns at each floor by bolting upper and lower columns to floor beam flanges. It facilitates modular manufacturing and floor/modular erection, which provides more opportunities for low to mid-level steel structures. Compared to its constructability superiority, beam-through configurations typically create a weaker beam-column joint than traditional beam-column connections adopted in the current building codes. In a numerical approach, this study investigates th

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