Relevant bibliographies by topics / Cantilever slab

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

Academic literature on the topic 'Cantilever slab'

Author: Grafiati
Published: 4 June 2021
Last updated: 17 February 2022

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Journal articles on the topic "Cantilever slab"

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Wu, Xin Yan, and An Ping Lou. "Displacement and Vibration Behavior of Reinforced Concrete Cantilever." Advanced Materials Research 848 (November 2013): 100–103. http://dx.doi.org/10.4028/www.scientific.net/amr.848.100.

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In this paper, finite element model (FEM) of a reinforced concrete structure cantilevered slab was established in non-linear finite element software ABAQUS. Influence of cantilever length and tensile reinforcement on the structural displacement and vibration frequency was calculated. The results show that the vibration frequency of the first order and maximum displacement will various with the diameter of the reinforced cantilever slab and the length of the cantilevered slab. This paper will offer the references to the analysis and design of the cantilever slab.
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Liu, Xian Peng, Yang Han, and Hong Biao Liu. "Researches on High-Piled Wharf Cantilever Slab Cracking Causes and Reinforcement Measures." Advanced Materials Research 831 (December 2013): 186–90. http://dx.doi.org/10.4028/www.scientific.net/amr.831.186.

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As a common wharf structure, the high-piled beam-slab wharf is characterized by the cantilever slab arranged at the expansion joint between the structural sections in most cases. According to wharf routine tests, cantilever slab cracking is quite common. Relying on a typical high-piled wharf, in combination with actual wharf operations, this paper conducted the numerical analysis of the cantilever slab dynamic response under the dynamic load effect with its results showing that the dynamic load is the main cause for cracking. This paper suggested blocking up with steel plates should be adopted
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Jaeger, Leslie G., and Baidar Bakht. "Rationalization of simplified methods of analyzing cantilever slabs." Canadian Journal of Civil Engineering 17, no. 5 (1990): 865–67. http://dx.doi.org/10.1139/l90-097.

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Earlier simplified methods of analyzing elastic cantilever slabs subjected to concentrated loads involve the use of a cosh function along with graphical charts of a coefficient. It is shown that in the simplified methods, the cosh function, which was derived empirically, may be an approximation of a simple algebraic function. An example is presented to compare the results of rigorous analysis with those obtained by simplified methods incorporating the cosh and algebraic functions, respectively. Key words: cantilever slab, concentrated load, cosh function, deck slab overhang, simplified method.
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Fadlelbari, M. Faisal. "Efficiency of Vierendeel Girder, Post-tensioned Girders and Steel Beams for Long Cantilevers in Buildings." FES Journal of Engineering Sciences 9, no. 1 (2021): 79–85. http://dx.doi.org/10.52981/fjes.v9i1.662.

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Cantilevers are a part of our life, they are everywhere: bridg–es, building’s balconies, traffic signs, car parking shades even the aircraft’s wings. The long cantilevers of the buildings always present as a big challenge to structural engineers in their practice life. The structural behavior of these cantilevers depends on a several factors, such as rigidity of the slab, rigidity of columns or walls, span continuity... etc. But the real dilemma lies in the economical choice. This paper focused on the cantilever’s structural analysis according to the used structural. Moreover, it shows a compa
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Urban, Tadeusz, Michał Gołdyn, and Łukasz Krawczyk. "Experimental investigations of reinforced concrete columns in the edge connection zone with a reinforced concrete slab." Budownictwo i Architektura 13, no. 3 (2014): 175–82. http://dx.doi.org/10.35784/bud-arch.1814.

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In this paper the results of the experimental investigations of edge column – slab connections are presented and commented on. The load transmission mechanism between high strength concrete columns and slab made of normal, five times lower strength concrete was considered. The variable parameter of presented study was the overhang of slab cantilever. The performed study showed important effect of slab cantilever on effective concrete strength of column in the connection zone.
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Fahmy, E. H., and Hugh Robinson. "Analyses and tests to determine the effective widths of composite beams in unbraced multistorey frames." Canadian Journal of Civil Engineering 13, no. 1 (1986): 66–75. http://dx.doi.org/10.1139/l86-010.

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This paper concerns the analysis and testing of 10 cantilever composite beams incorporating ribbed metal deck, representing the positive moment beam–column connections in an unbraced steel frame with composite floor beams. The positive moment beam–column connections arise from lateral forces on the unbraced frame. The effective widths of the slabs for strength and stiffness calculations have been determined from analysis. Agreement between the calculated strain distributions across the concrete slab width and the corresponding measured strain distributions was attained. Use of the calculated e
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STORCH, I. S., J. G. S. DOBELIN, L. C. BATALHA, and A. L. SARTORTI. "Self-supporting tests in lattice joists subject to negative bending." Revista IBRACON de Estruturas e Materiais 10, no. 6 (2017): 1366–95. http://dx.doi.org/10.1590/s1983-41952017000600011.

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Abstract During the construction of bridges, cantilever roofs and eaves, assembling formworks and scaffold that will support the slabs is a point of difficulty in the construction phase. Therefore, it is relevant the study of the lattice joists which serve as self-supporting formwork, supporting its weight, the weight of the fresh concrete, the weight of workers and the weight of concreting equipment. The analysis of the bearing capacity of lattice joists subject to negative bending with base concrete opening enables checking the maximum span that each lattice truss model bears, either cantile
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Vercher, Jose, Carlos Lerma, Marisol Vidal, and Enrique Gil. "Analysis of Energy Efficiency in Construction Solutions at the Façade-Slab Connection." Advanced Materials Research 787 (September 2013): 731–35. http://dx.doi.org/10.4028/www.scientific.net/amr.787.731.

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Façade-slab connection is the main thermal bridge of buildings. In this work, different options are analyzed according to the location of the thermal insulation. Heat loss is measured for each option. According to thermal analysis performed we conclude that cover the buildings façade completely without interruption at the slabs front is essential to avoid thermal bridges. The new option that interrupts the cantilever to put insulation on the entire façade is just effective to isolate the entire cantilever and is an easier constructive solution. This insulation continuity is needed to preven
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Liu, Liang. "Research on Skew Coefficient for Stresses of Skewly Supported Three-Span Continuous Box Girders." Applied Mechanics and Materials 587-589 (July 2014): 1483–87. http://dx.doi.org/10.4028/www.scientific.net/amm.587-589.1483.

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Skewly supported continuous box girders have special mechanical properties compared with common continuous box girders. Skew coefficient for stress of skewly supported three-span continuous box girder is introduced to reflect the decrease degree of the normal stresses at the cross section of the middle span of the box girder. The finite element models of the skewly supported three-span continuous box girders with different skew angles are established by applying the SHELL63 shell element in software ANSYS. The variation of the skew coefficient for stress at different calculation points of midd
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Příbramský, Vladimír, and Michaela Kopálová. "Application of Precast UHPC Web Members for Long-Span Bridge Structures." Solid State Phenomena 259 (May 2017): 140–45. http://dx.doi.org/10.4028/www.scientific.net/ssp.259.140.

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UHPC is a modern material with great characteristics and shows all important properties for efficient structural design and construction process. Its applications lead to optimization of structures and to minimization of material consumption. The paper focuses on the application of slender precast UHPC slabs, which lighten monolithic bridges constructed by free cantilever method. The principle comes from constructed bridge: Takubogawa Bridge, Japan. The aim of this paper is to present basic theoretical background behind the structural applications of UHPC webs. Additionally, 3D bridge model of
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Dissertations / Theses on the topic "Cantilever slab"

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Neužil, David. "Statické řešení nosné železobetonové konstrukce rodinné vily." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240199.

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Master thesis describes design of reinforced concrete structure for family villa. Building is situated to the slope. Only chosen parts of concrete structure was designed and checked for ultimate limit state. Building consist of basemen and two floors. Part of second floor is cantilevered. Cantilevered part was designed according to vertical deflection. Building foundation consist of waterproof slabs. Walls in contact with soil are considered as waterproof, as well.
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Emilia, Wallin. "Jämförelse av beräkningsmetoder för lastspridning i tvärled vid brobaneplattor av betong." Thesis, KTH, Betongbyggnad, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-169916.

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Denna studie har till syfte att undersöka hur lastfördelningen och följaktligen dimen­sionerande tvärkrafter och moment i brobaneplattor av betong skiljer sig åt beroende på val av beräkningsmetod. Jämförelsen sker primärt för tre utvalda hand­beräknings­metoder som jämförts med beräkningar gjorda i ett beräknings­program baserat på finita element­metoder (FEM). I jämförelsen undersöks hur laster sprids i brobaneplattan enligt de olika beräknings­metoderna och vilka resulterande maximala snittkrafter som erhålls. Hur lastfördelningen sker är en komplex fråga och det är därför intressant att se
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Mercer, Stephen Sterling. "Nonlinear shear response of cantilever reinforced concrete shear walls with floor slabs." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/42164.

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The nonlinear shear behaviour of cantilever reinforced concrete shear walls is complex and not fully understood. Design assumptions often oversimplify the wall response and can yield results which do not reflect the true response of the shear wall. One such assumption is analyzing the wall ignoring the effects from multiple floor slabs connected to the wall over its height. Floor slabs can provide a significant increase in wall shear capacity. This thesis examines the nonlinear shear response of walls, including the effect of floor slabs as a wall-slab system, through state-of-the-art nonl
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Smělíková, Petra. "Přemostění řeky Svitavy a tratě ČD v Blansku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227189.

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The aim of the Diploma Thesis is elaboration of study of bridge crossing over the Svitava river and ČD railway track in Blansko. It concerns a five-pole steel beam road bridge with through-span which carries road of the third category. The static system of the construction is solved as solid-web beam of 1.3 meters height which is in three middle spans reinforced by truss construction with top chord and system of diagonals without verticals. The height of the main beam where reinforced by trusswork is 4.75 meters. The width of spans in the road axis is 18.5 + 30.525 + 44.4 + 30.525 + 18,5 metre
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Chambrone, Leandro. "Avaliação radiográfica dos efeitos da carga oclusal excessiva sobre implantes dentários SLA e SLActive restaurados precocemente: estudo experimental em cães." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/23/23146/tde-08052012-165446/.

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O objetivo deste estudo foi avaliar os resultados radiográficos obtidos pelas analises de subtração radiográfica digital e linear de implantes dentários com superfície SLA e SLActive submetidos a carga funcional e sobrecarga oclusal precoce restaurados com reconstruções em cantilever (pôntico suspenso). Cinco cães beagle tiveram seus pré-molares mandibulares extraídos bilateralmente. Após três meses, retalhos foram elevados e seis implantes (três SLA e três SLActive) foram instalados em um desenho de boca dividida e aleatorização por blocos. Após quatro semanas, os implantes foram restaurados
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Klowak, Chad Steven. "Examining the presence of arching action in edge-stiffened cantilever slab overhangs subjected to a static and fatigue wheel load." 2015. http://hdl.handle.net/1993/30859.

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Engineers proposed the idea that arching action present may be present in bridge deck cantilever slab overhangs, stiffened along their longitudinal free edge via a traffic barrier, subjected to a wheel load. The experimental research program consisted of the design, construction, and static as well as fatigue destructive testing of a full-scale innovative bridge deck slab complete with two traffic barrier walls. The observed experimental data provided extremely interesting findings that indicated a very strong presence of arching action in edge-stiffened cantilever slab overhangs subject
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Books on the topic "Cantilever slab"

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Xiao, Yilin. Analyses of reinforced concrete cantilever bridge decks under the live truck loads. Nova Scotia CAD/CAM Centre, Dalhousie University, 1997.

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Book chapters on the topic "Cantilever slab"

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Bakht, Baidar, and Aftab Mufti. "Cantilever Slabs." In Bridges. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-17843-1_5.

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"cantilever(ed) slab." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_30336.

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"cantilever(ed) slab." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_30337.

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Sharr, Adam. "3. Reinforced concrete." In Modern Architecture: A Very Short Introduction. Oxford University Press, 2018. http://dx.doi.org/10.1093/actrade/9780198783442.003.0003.

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Reinforced concrete lends itself to a structural form called the cantilever, where a slab or beam is hung outwards from one side, suspended without columns, counter-weighted by a mass of structure behind. ‘Reinforced concrete’ explains how concrete structures came to represent radically opposing ideas of high capitalism and communism in the 20th century. It explores how concrete—paradoxically liquid and solid, formless and formed, natural and human-made—became associated with attempts to rethink social order and mechanized production. The work of Le Corbusier is described, with the development of Garden Cities, megastructures, and brutalism. Concrete encouraged the reimagination of modern architecture, but its peculiarities also exposed modern architecture to question.
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Temür, Rasim, and Gebrail Bekdaş. "Optimum Design of Reinforced Concrete Retaining Walls." In Advances in Computational Intelligence and Robotics. IGI Global, 2018. http://dx.doi.org/10.4018/978-1-5225-4766-2.ch016.

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Methodologies based on metaheuristic algorithms such as particle swarm optimization, harmony search algorithm, and teaching-learning-based optimization are proposed for optimum design of reinforced concrete cantilever retaining walls. The objective function of optimization is to find a design providing minimum cost, including material and construction costs. For this purpose, the best combination of 11 design variables (heel and toe projections, stem thickness at the top and bottom of a wall, slab thickness and rebar diameters, and spacing between the bars) that satisfy 29 design constraints including stability (overturning, sliding, and bearing) and reinforced concrete design of the wall are searched during the optimization process. The rules of ACI 318 14 (building code requirements for structural concrete) are used for the reinforced concrete design. In order to determine the strengths and weaknesses of algorithms, several different cases are investigated. As conclusions, some suggestions have been obtained that will lead to future work in this field.
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Yao, J., J. G. Teng, and L. Lam. "2.8 Debonding in RC cantilever slabs strengthened with FRP strips." In Advanced polymer composites for structural applications in construction. Thomas Telford Publishing, 2002. http://dx.doi.org/10.1680/apcfsaic.31227.0013.

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Conference papers on the topic "Cantilever slab"

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Lakhani, Hitesh, Jatin Aggarwal, and Jan Hofmann. "Predicting the fire rating of cantilever slab-wall connection with post installed rebar." In 11th International Conference on Structures in Fire (SiF2020). The University of Queensland, 2020. http://dx.doi.org/10.14264/17f73ed.

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Mashal, Mustafa, Karma Gurung, and Mahesh Acharya. "Full-scale experimental testing of Structural Concrete Insulated Panels (SCIPs)." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0833.

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<p>Structural Concrete Insulated Panels (SCIPs) are relatively new addition to construction industry. SCIPs have previously been used in construction of residential, commercial, and military structures. Despite applications overseas and a few in the United States, SCIPs have still remained a relatively unknown construction methodology among structural engineers in the United States and other countries. SCIPs offer advantages such as fast construction, lightweight, thermal insulation, sound insulation, cost-efficiency, and good seismic and wind performance. These advantages make SCIPs a c
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Menétrey, Philippe, Lionel Moreillon, and Maléna Bastien-Masse. "Strengthening Paudèze bridges decks using UHPFRC struts." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1469.

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<p>Paudèze bridges are two 400‐m long parallel highway bridges located in Switzerland and opened to traffic in 1974. After over 40 years of service life, both bridges must be completely rehabilitated and strengthened while constantly maintaining 2 traffic lanes in both directions.</p><p>The bridge deck slab was strengthened using UHPFRC (Ultra‐High Performance Fiber Reinforced Concrete) struts. These inclined struts connect the end of the deck slab cantilever and the box girder web, forming a Warren truss. They thus reduce the bending moments in the deck slab and the existing
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Svarre, Christian, Jakob Fisker, and Lars Hagsten. "Shear failures in cantilevered reinforced concrete slab-strips without transverse reinforcement." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.154.

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Design of slabs without shear reinforcement is, in practice, based mainly on empirical codified methods, derived on the basis of a large number of tests. However, the vast majority of these tests involves simply supported beams, with substantial amounts of longitudinal reinforcement, subjected to three- or four point bending. This paper presents the results of a significant experimental programme comprising eighteen simply supported – cantilevered slabstrips without stirrup reinforcement, and with a light amount of longitudinal reinforcement. Stirrups in the surrounding parts founded a shear c
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Yao, Ming Hui, Wei Xia, Wei Zhang, and Jian Yu Jiao. "Nonlinear Dynamics of a Special Piezoelectric Energy Harvester With a Special Bistable Piezoelectric Cantilever Beam." In ASME 2018 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/smasis2018-7967.

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This paper presents a special piezoelectric energy harvester system which is obtained by separating the end of the upper piezoelectric layer of the traditional piezoelectric cantilever beam from its basic layer. A mass I is located at the end of the separated upper piezoelectric layer (SUPL), a mass II and a permanent magnet I are located at the end of the separated lower piezoelectric beam (SLPB) and a permanent magnet II is added in the opposite position of the permanent magnet I and they face each other with same polarities. A nonlinear magnetic force which can broaden the frequency bandwid
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Basile, Vito, Francesco Modica, and Irene Fassi. "Analysis and Modeling of Defects in Unsupported Overhanging Features in Micro-Stereolithography." In ASME 2016 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/detc2016-60092.

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In the present paper, a numerical approach to model the layer-by-layer construction of cured material during the Additive Manufacturing (AM) process is proposed. The method is developed by a recursive mechanical finite element (FE) analysis and takes into account forces and pressures acting on the cured material during the process, in order to simulate the behavior and investigate the failure condition sources, which lead to defects in the final part geometry. The study is focused on the evaluation of the process capability Stereolithography (SLA), to build parts with challenging features in m
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Jiang, Long, Hang Ye, Chi Zhou, Shikui Chen, and Wenyao Xu. "Parametric Topology Optimization Toward Rational Design and Efficient Prefabrication for Additive Manufacturing." In ASME 2017 12th International Manufacturing Science and Engineering Conference collocated with the JSME/ASME 2017 6th International Conference on Materials and Processing. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/msec2017-2954.

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The significant advance in the boosted fabrication speed and printing resolution of additive technology has considerably increased the capability of achieving product designs with high geometric complexity. The prefabrication computation has been increasingly important and is coming to be the bottleneck in the additive manufacturing process. In this paper, the authors devise an integrated computational framework by synthesizing the parametric level set-based topology optimization method with the DLP-based SLA process for intelligent design and additive manufacturing of not only single material
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