Relevant bibliographies by topics / Durability of the welded truss

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Durability of the welded truss'

Author: Grafiati
Published: 28 May 2022

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Journal articles on the topic "Durability of the welded truss"

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Basara, M., Ya Kovalchuk, and N. Shynhera. "DURABILITY OF A WELDED TRUSS UNDER CYCLIC LOADS." Innovative Solution in Modern Science 5, no. 41 (June 17, 2021): 147. http://dx.doi.org/10.26886/2414-634x.5(41)2020.11.

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The paper presents the results of experimental studies of the durability of a rectangular welded truss. The truss is made of profile pipes with butt joint nodes. A concentrated cyclic load is adopted for the construction, which corresponds to the operating mode of the roof truss with the ways for the bridge crane. The study was performed using the method of semi-natural and computer simulation experiment in ANSYS Workbench 17 environment. It was found that the loss of bearing capacity by the truss during operation occurs due to the fatigue crack initiation in the K-shaped node on the upper chord of the truss. The durability of the truss is determined by the ratio of the parameters of force and time of operation of the truss. The results of the semi-natural and computer simulation experiment were verified and the fatigue damage indicators coincided at the level of 5.7%.Keywords: welded truss, fatigue damage, truss nodes, durability of the truss.
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Kovalchuk, Ya, N. Shynhera, Ya Shved, and V. Voronchak. "Fatigue damage of the heel joint of welded roof truss." Scientific journal of the Ternopil national technical university 99, no. 3 (2020): 28–33. http://dx.doi.org/10.33108/visnyk_tntu2020.03.028.

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The investigation of the welded roof truss behavior under the complex influence of static and cyclic loads is carried out. The truss is made of the shaped pipes and its size is 24000x2400 mm. The technique of computer simulation experiment by means of SolidWorks Simulation software is used. It is found that the maximum stresses are formed in the area of thermal impact from the weld in the truss heel joints. During the truss operation, these stresses initiate the emergence of fatigue cracks and their growth until the structure ultimate state. The fatigue curve for the investigated structure is constructed. It is determined that the design service life of the truss under operational load modes is going to be 52 years.
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Yang, Wenwei, Jiankang Lin, Ni-na Gao, and Ruhao Yan. "Experimental Study on the Static Behavior of Reinforced Warren Circular Hollow Section (CHS) Tubular Trusses." Applied Sciences 8, no. 11 (November 13, 2018): 2237. http://dx.doi.org/10.3390/app8112237.

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For truss structures, the question of whether to weld hidden welds or not has been controversial. In the actual construction process of truss structures, the members are usually spot welded in place on the assembly platform, and then welded as a whole, while the hidden welds of the truss are not welded, especially for small pipe diameter trusses. Furthermore, in this study, under hidden weld unwelded conditions, two kinds of reinforcing method (adding a half outer sleeve on each joint and filling concrete into the chord members) are adopted to achieve the purpose of strengthening the truss. Therefore, this paper presents an experimental study on the static behavior of four types of Warren tubular trusses made of CHS members. These four types are (1) T-HW: The truss with hidden welds welded; (2) T-HN: The truss with hidden welds unwelded; (3) TS-AS: The truss strengthened on the basis of T-HN by adding a half outer sleeve on each joint; (4) TS-FC: The truss strengthened on the basis of T-HN by filling concrete into the top and bottom chord members. The mechanical behavior, failure mode, bearing capacity, and load-displacement of all specimens were investigated. The surface plasticity of the bottom chord member, the weld fracture around tubular joints at the bottom chord member, and the bending deformation of the bottom chord member were observed in the tests. Compared with the T-HW specimen, the load carrying capacity of the T-HN specimen decreased by 18%. On the other hand, the T-HN specimen has better deformability than the T-HW specimen. The reinforcing method of adding a half outer sleeve on each joint and filling concrete into the chord members can effectively improve the load carrying capacity and stiffness of the truss, thus reducing the overall deformation of the truss, but the reinforcing method of filling concrete into the chord members is more efficient.
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Szlendak, Jerzy K., and Adrian Szpyrka. "Resistance of plug & play N type RHS truss connections." Open Engineering 10, no. 1 (July 7, 2020): 563–70. http://dx.doi.org/10.1515/eng-2020-0056.

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AbstractThe article presents concept of II generation N type RHS plug & play truss connection made in non-welded technology. Three connections of the representative truss are analyzed. Resistance calculations of these truss joints, using the component method, are shown. Test results and the theoretical resistance of these connections are compared.
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Jarmai, Karoly. "Optimum design of welded structures." Rakenteiden Mekaniikka 50, no. 3 (August 22, 2017): 326–29. http://dx.doi.org/10.23998/rm.65153.

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This article presents the cost calculation system developed by us to determine the cost of a welded structure. In the paper the design, fabrication and economy are linked together in the optimization system. Two tubular truss applications show, that the reduction of cost can be significant.
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Nuranita, Badriana, Erma Desmaliana, and Kenny Gesa. "Evaluasi Perencanaan Jembatan Kereta Api Rangka Baja Double Track Tipe Welded Through Truss Bentang 50 meter." RekaRacana: Jurnal Teknil Sipil 6, no. 3 (February 25, 2021): 132. http://dx.doi.org/10.26760/rekaracana.v6i3.132.

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ABSTRAKPenelitian ini menganalisis perencanaan struktur atas jembatan kereta api rangka baja double track tipe Welded Through Truss (WTT) dengan bentang jembatan 50 m melalui Gambar Standar Tipikal Jembatan yang ada di lapangan. Analisis dan pembebanan jembatan sesuai kriteria teknis yang mengacu pada Lampiran Peraturan Menteri Perhubungan No. 60 Tahun 2012 tentang Persyaratan Teknis Jalur Kereta Api. Hasilnya dievaluasi dalam nilai tegangan dan defleksi. Hasil analisis menunjukan bahwa terdapat beberapa batang diagonal yang menghasilkan angka rasio tegangan > 1, sehingga perlu dilakukan penambahan tebal profil penampang atau juga menambahkan stiffener pada elemen-elemen jembatan yang kritis. Namun demikian nilai lendutan aktual di tengah bentang sebesar 46,651 mm masih memenuhi syarat karena kurang dari lendutan ijin 50 mm.Kata kunci: jembatan kereta api, welded through truss, PM 60 Tahun 2012, rasio tegangan dan defleksi ABSTRACTThis study analyzed the performance design about the uper structure of typical railway bridge for the 50 m WTT (Welded Through Truss) steel frame railway bridge with double track. Planning criteria refer to Attachment to the Minister of Transportation Regulation No. 60 of 2012 for Technical Requirements for Railroad. The results are evaluated in terms of stress ratio and deflection. The analysis result show that the 50 m WTT (Welded Through Truss) steel frame railway bridge has several diagonal bars that produce a stress ratio > 1, so it is necessary to add the thickness of the cross sectional profile or also to add a stiffener to the bridge structure. However the actual deflection value in the middle of the span of 46.651 mm still meets the requirements because it is less than the allowable deflection of 50 mm.Keywords: railway bridge, welded through truss, PM 60 of 2012, stress ratio and deflection
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van Hove, Dianne, and Frans Soetens. "Numerical/Experimental Research on Welded Joints in Aluminium Truss Girders." Key Engineering Materials 710 (September 2016): 295–300. http://dx.doi.org/10.4028/www.scientific.net/kem.710.295.

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Welded joints in a 30 meter span aluminium truss girder were investigated numerically and experimentally. Since aluminium design rules for welded K-and N-joints in CHS truss girders were lacking the joints were checked using steel design rules. Calculations showed that the N-joints were governing for chord and brace sizes. Further numerical analysis on the N-joints using ANSYS 11.0 was carried out. Full scale experimental research was successfully carried out for validation of the numerical calculations. It is concluded that steel design rules predict the failure behavior and failure mode of the considered aluminium N-joints well. However, steel design rules overestimate the failure load by 8% for the truss configurations investigated.
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Radu, Dorin, and Florin-Teofil Galatanu. "OPTIMIZATION SOLUTIONS FOR TRUSS BEAMS ELEMENTS WELDED JOINTS." Zbornik radova Građevinskog fakulteta 32, no. 29 (2016): 105–11. http://dx.doi.org/10.14415/konferencijagfs2016.009.

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Yoshida, Shiro, and Neil Bishop. "Michell Truss : Effect of Shape Optimization upon Durability Evaluation." Proceedings of OPTIS 2016.12 (2016): 1103. http://dx.doi.org/10.1299/jsmeoptis.2016.12.1103.

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Omrani, P., H. R. Mansouri, and A. Pizzi. "Weather exposure durability of welded dowel joints." Holz als Roh- und Werkstoff 66, no. 2 (December 22, 2007): 161–62. http://dx.doi.org/10.1007/s00107-007-0220-6.

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Dissertations / Theses on the topic "Durability of the welded truss"

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Басара, Микола Андрійович. "Пошкодження і руйнування К-подібних вузлів плоских зварних ферм." Diss., Тернопільський національний технічний університет ім. Івана Пулюя, 2021. http://elartu.tntu.edu.ua/handle/lib/35809.

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Дана робота стосується актуальної науково-технічної проблеми пошкодження і руйнування К-подібних вузлів плоских зварних ферм. Саме К-подібні вузли є найпоширенішими для усіх фермових конструкцій. Зварні металеві ферми впродовж експлуатації зазнають комплексного впливу робочих навантажень, вітру, снігу, зміни температури, сейсміки, аварійних ситуацій тощо. Внаслідок цього в елементах конструкцій та в місцях їх з’єднань відбувається формування пошкоджень, які призводять до втрати тримальної здатності й руйнування ферм. Особливо актуальним є попередження руйнування ферм за умов циклічних навантажень, оскільки їх довготривала дія викликає поступове накопичення пошкоджень, появу тріщин та їх поширення аж до руйнування при незмінних експлуатаційних навантаженнях.
This paper presents the current scientific and technical problem of fracture and damage of K-shaped nodes of flat welded trusses. K-shaped nodes are the most common among all truss structures. Welded metal trusses during operation are exposed to the complex effects of workloads, wind, snow, temperature changes, seismic, emergencies and more. As a result, damage is formed in the structural elements and in their joints, which can lead to loss of bearing capacity and fracture of trusses. It is especially important to prevent fracture under cyclic loads, as their long-term action can cause the accumulation of damage, initiate cracks and their propagation till fracture at constant operating loads.
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Flynn, Dean. "Reliable durability assessment of welded yellow goods equipment." Thesis, Swansea University, 2010. https://cronfa.swan.ac.uk/Record/cronfa42562.

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Weld fatigue performance is a main design consideration with Yellow Goods vehicles and can determine the overall product durability. Accurate fatigue life prediction is critical but current durability assessment involves extensive testing. This design process lacks efficiency and presents scope for a finite element (FE) based weld fatigue assessment method. Used early in the design stage, this method will improve time-to-market of products and achieve robust 'right-first-time' designs. Research work has been carried out into applying the 'Master S-N Curve' approach to thick-plate construction and agricultural equipment. Weld fatigue data was generated on a range of simple welded coupons and converted for the fatigue life prediction of welded structures using the structural stress damage parameter. Overall, a single Master S-N curve was achievable for a range of different weld joint configurations. The method achieved good condensation of the geometry dependent load-life fatigue curves into a single structural stress against life curve. The structural stress method was further extended to fatigue lives of weld throat failures with good condensation of the data. Excellent correlations were achieved between solid and shell element models. The concept proved to be effective and largely insensitive to FE mesh type and size. However, limitations were found with shell element models when predicting weld throat failures. The structural stress measurement technique was employed and a master curve generated, derived from coupon strain-gauge recordings. The Master S-N curve approach was applied in the fatigue assessment of a laboratory test component and production component for the construction industry with limited success. Predictions were compared with recorded values from component fatigue tests. More accurate predictions and improved correlations were found when using separate failure mode master curves. Overall the work showed some potential for the use of the Master S-N Curve approach in the early design stage of construction and agricultural welded structures.
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Ollier, Jenny-Louise. "Computer aided engineering methodology for the durability assurance of welded automotive components." Thesis, Swansea University, 2008. https://cronfa.swan.ac.uk/Record/cronfa42895.

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El-Dabaja, Sarah S. "Analytical Investigation of Welded Gusset Plates Exhibiting Section Loss." Ohio University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1399501364.

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Hasil, Tadeáš. "Drážní most nad vodotečí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392120.

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The subject of this master's thesis is a static and structural design of a Load-carrying steel structure of railway bridge with bottom steel deck of the span of 42 + 60 + 42 m over the Labe river in Děčín. A solid steel beam forms the main load-bearing structure of the bridge reinforced with truss-work. The truss-work is made up of an open top chord and diagonal strut without secondary vertical struts. The calculations were done in compliance with valid ČSN EN documents.
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Троян, Олександр Романович, and Oleksandr Troian. "Довговічність вузлів зварних ферм при дії циклічних навантажень." Thesis, Тернопільський національний технічний університет імені Івана Пулюя, 2017. http://elartu.tntu.edu.ua/handle/123456789/19337.

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Роботу виконано на кафедрі будівельної механіки Тернопільського національного технічного університету імені Івана Пулюя Міністерства освіти і науки України Захист відбудеться 23 лютого 2017 р. о 10.00 годині на засіданні екзаменаційної комісії №7 у Тернопільському національному технічному університеті імені Івана Пулюя за адресою: 46001, м. Тернопіль, вул. Руська, 56, навчальний корпус №2, ауд. 35
Виконано комп’ютерне моделювання зварної будівельної ферми в програмному комплексі ANSYS. Оцінено характер руйнування і напруження у вузлах ферми в зоні термічного впливу від зварювання. Побудовано криві втомної міцності для різних конфігурацій ферм з круглого профілю. Запропоновані варіанти підсилення зварної ферми. Отримані в роботі результати доцільно використати для оцінювання довговічності роботи зварних ферм при дії циклічних навантажень.
Was done computer simulation of welded construction of building truss in ANSYS software. Reviewed the character of damage and tension in truss nodes in the area of thermal influence of welding. Were built fatigue strength curves for different configurations of trusses with a round profile. Was offered the variants of reinforcement for welded truss. The obtained results in the expedient use to evaluate durability of welded trusses under the action of cyclic loads.
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Vidová, Miriama. "Objekt střediska živočišné výroby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391888.

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My diploma theisis is focused on design and assessment of structural systém of industrial building in tended for livestock farming. The design is processed in two options. Both oft hem has the same dimensions but cross sections of the supporting elements are changed. Floor plan of the first part is a rectangular shape, dimension is 29,28 m x 24,8 m. Floor plan of the second part is a rectangular shape, dimension is 161,18 m x 46,8 m. Slope of saddle roof is 18°.
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Šandor, Peter. "Víceúčelová sportovní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409834.

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The goal of my thesis is the design of a multipurpose sport hall in Litoměřice locality made in two separate variants. Objects ground plan dimensions are 38x38 meters and the height of the object is 16 meters. Used material is S235 steel and C20/25 concrete. The periphery and roof casing of the object is realized from sandwich panels. The carrying construction of the object is made from cross truss, oblong truss and from pillars. Thesis consists of assessing the carrying elements of the construction, selected details and drawing documentation.
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Pokorná, Martina. "Ocelová konstrukce obchodního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225692.

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The load-carrying steel structure of the shopping centre is proposed in two versions. The more advantageous version is elaborated in detail. The roof structure is designed using three-dimensional curved trusses with glass roofing and the structure rests on steel columns. The ground plan dimensions of the steel structure are 120 by 73 meters.
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Hurych, Marek. "Lávka přes nádraží." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409851.

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The diploma thesis deals with design of loadbearing stell structure of a footbridge across the railway station. Footbridge is situated in the city centre of Brno with total length of 135 meters. For comparison, three bridging variants are predesigned and a varints comparison is made. The selected option was developed in greater detail. It is an arched structure with a semithrough bridge deck and adjacent span with support of oblique column. The main loadbearing structure consists of a pair of pin-supported arches inclited to each other at an angle of 11°. Arches support beams with susperder, the beams are conected by ortotropic steel deck. All load-bearing elements are designed from S355 stell. Spatial rigidity of the structure is ensured by tilting of the arches and by truss bracing at the top of the arch in combination with rigid struts of arch. Spatial rigidity of the superted deck is ensured by ortotropic steel deck.
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Book chapters on the topic "Durability of the welded truss"

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Casper, Hans-Joachim. "The First Fully Welded Integral Tube-Truss Bridge of Germany." In The Eight International Conference "Bridges in Danube Basin", 163–72. Wiesbaden: Springer Fachmedien Wiesbaden, 2013. http://dx.doi.org/10.1007/978-3-658-03714-7_11.

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Szlendak, J. K., and A. Szpyrka. "Research on AM non welded N RHS truss joints – resistance criteria." In Modern Trends in Research on Steel, Aluminium and Composite Structures, 356–62. London: Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-45.

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Sonsino, C. M., D. Radaj, and W. Fricke. "Advanced Local Concepts for Assessing the Fatigue Durability of Welded Joints." In Advances in Fracture and Damage Mechanics VI, 565–68. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-448-0.565.

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Amarir, Imane, Hamid Mounir, Abdellatif El Marjani, and Kaoutar Daoudi. "Modeling Spring Impact on Durability of Welded Structure for Electric Vehicles Utilization." In Advances in Smart Technologies Applications and Case Studies, 621–28. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-53187-4_68.

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Amarir, Imane, Hamid Mounir, and Abdellatif El Marjani. "Durability Analysis of Welded Rectangular Profiles Under Damped Loads for Automotive Utilization." In Advanced Intelligent Systems for Sustainable Development (AI2SD’2020), 896–919. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-90639-9_73.

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Zhao, Weihua, Ping Wang, and Yang Cao. "Simplified Algorithms for Continuous Welded Rail Design on Large-Span Steel Truss Cable-Stayed Bridge." In Proceedings of the 1st International Workshop on High-Speed and Intercity Railways, 173–78. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27960-7_15.

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Thay, Visal, Takumi Ozawa, Chang Tan, Hitoshi Nakamura, and Takahiro Matsui. "Fatigue Durability in Welded Gusset Joints Strengthened by Carbon Fiber Sheets Using VaRTM Technique." In Lecture Notes in Civil Engineering, 2298–310. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-88166-5_199.

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Yoon, Ho Chel, Montasser Dewidar, and Jae Kyoo Lim. "A Study on Mechanical Properties and Durability Evaluation of Structure Adhesived and Spot Welded Joints." In Key Engineering Materials, 1979–83. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-456-1.1979.

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Annamdas, Venu Gopal Madhav, Hock Lye John Pang, and Chee Kiong Soh. "Durability and Remaining Useful Fatigue Life Assessment of Welded Joint Using Impedance and Wave Propagation Techniques." In Re-engineering Manufacturing for Sustainability, 687–92. Singapore: Springer Singapore, 2013. http://dx.doi.org/10.1007/978-981-4451-48-2_112.

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Han, Seung Ho, So Young Shin, Tae Hee Lee, Sang Boo Lee, and Tae Woo Kwon. "Fatigue Durability Analysis Based on FE Modeling Support System for Arc-Welded Members in Automobile Suspension Module." In Key Engineering Materials, 2065–68. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-456-1.2065.

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Conference papers on the topic "Durability of the welded truss"

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Jones, Clyde S., Frank Thomas, and William V. Brewer. "Robotic Assembly of Welded Truss Structures in Space." In ASME 1992 Design Technical Conferences. American Society of Mechanical Engineers, 1992. http://dx.doi.org/10.1115/detc1992-0455.

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Abstract A capability for welding in-space as a method of making permanent joints for vehicles and structures assembled on-orbit is under development. This project is part of an in-space assembly and construction program to develop the requirements and technology needed to build elements in space. This paper describes an approach to the welding of tubular truss strut joints for a range of diameters. The conceptual design of a mechanism to position the strut in the truss and weld it in place is also outlined. Considerations for the use of welding as a tool for in-space construction are discussed.
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Pankhawala, V. A., S. Raju, B. B. Srivastava, and P. Vasudevan. "Durability Assessment of Thin Sheet Spot Welded Joints." In Symposium on International Automotive Technology (SIAT99). 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1999. http://dx.doi.org/10.4271/990044.

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Malita, Mihaela. "AN EFFICIENT SOLUTION FOR ROAD STEEL TRUSS GIRDER WELDED BRIDGES." In 15th International Multidisciplinary Scientific GeoConference SGEM2015. Stef92 Technology, 2015. http://dx.doi.org/10.5593/sgem2015/b53/s21.005.

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Huang, Wenjin, Luigi Fenu, Baochun Chen, Junping Liu, and Bruno Briseghella. "Resistance of Welded Joints of Concrete-filled Steel Tubular Truss Girders." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_067.

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Wu, Jianguo, Haibo Li, Deqiang Zheng, Wugang Liu, and Jing Xu. "Storage durability life and reliability analysis of welded metal bellows." In 2011 9th International Conference on Reliability, Maintainability and Safety (ICRMS 2011). IEEE, 2011. http://dx.doi.org/10.1109/icrms.2011.5979259.

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Szlendak, J. K., and P. A. Oponowicz. "Behaviour of One and Double Side Non-Welded T RHS Compression Truss Joints." In 7th International Conference on Steel and Aluminium Structures. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp041-icsas11.

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Biliszczuk, J., J. Hołowaty, and J. Rabiega. "Stefan Bryła – Polish Creator of the First Welded Road Bridges." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0197.

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Abstract:
<p>The first two welded road bridges in Poland were designed by Stefan Bryła, Professor at the technological universities in Lwów and later in Warsaw. The bridges became operational in 1929 and 1931, respectively. The first bridge is of a truss structure and is the first welded structure of this type in Europe, and indeed the world’s first road welded truss bridge. It became a listed monument in 1968. It was in service up to 1977, when it was relocated due to insufficient horizontal clearance. The second bridge is of a plate girder structure and it is still operational. The two welded road bridges are located over the Słudwia river near Łowicz, central Poland. In 2019, ninety years have passed since the first welded bridge in Poland became operational, while December 2018 saw the 75th anniversary of Professor Stefan Bryła’s tragic death. To mark these occasions, this paper briefly presents the Professor’s design and structural work, and discusses the stories of the first two welded bridges in Poland.</p>
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Park, Seunghee, Chung-Bang Yun, Yongrae Roh, and Daniel J. Inman. "Active sensing network system for crack detection on welded zone of steel truss member." In Smart Structures and Materials, edited by Masayoshi Tomizuka, Chung-Bang Yun, and Victor Giurgiutiu. SPIE, 2006. http://dx.doi.org/10.1117/12.660371.

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CAI, Shun-Yao, Wei-Zhen CHEN, and Yang ZHAO. "Experimental and Analytical Study on the KT-joints of the All-welded Steel Truss Bridge." In 2014 International Conference on Mechanics and Civil Engineering (icmce-14). Paris, France: Atlantis Press, 2014. http://dx.doi.org/10.2991/icmce-14.2014.182.

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Zhao, Weihua, Ping Wang, and Yang Cao. "Additional Temperature Forces of Continuous Welded Rail on Large-Span Steel Truss Cable-Stayed Bridge." In Third International Conference on Transportation Engineering (ICTE). Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41184(419)292.

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