Relevant bibliographies by topics / Mortise-and-tenon

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  2. Dissertations / Theses
  3. Books
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Academic literature on the topic 'Mortise-and-tenon'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Mortise-and-tenon"

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Huang, Xin Shen, Qun Gao, and Zhi Jian Zong. "Experimental Analysis of Aluminum Alloy Section Bars and their Mortise and Tenon Joints under Bending Load." Advanced Materials Research 415-417 (December 2011): 2338–44. http://dx.doi.org/10.4028/www.scientific.net/amr.415-417.2338.

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Different laid modes of aluminum alloy section bars and their mortise and tenon joints were bending tested, and their mechanical properties were compared, in order to research on the influence that forming a mortise and tenon joint brought to the original bars. Opening a hole laterally and inserting another shorter bar in the hole changed the bending properties and energy absorption capacity of the original bar. In horizontal laid mode, the mortise and tenon joint was weaker than the original bar when bearing bending load, but it was stronger in vertical laid mode. Weld beads of the mortise and tenon joints were strong enough to maintain the structure integrality before the main section bars were destroyed by load.
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Wang, Xue Liang, and Liang Jin. "Analysis of the Influence of Mortise-Tenon Joint Damage on Seismic Performance of Ancient Timber Structure." Applied Mechanics and Materials 580-583 (July 2014): 1595–99. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.1595.

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This research investigated the influence of mortise-tenon joint before and after damage on seismic performance of ancient lifted-beam timber structure. Dynamic responses of an ancient timber structure under various earthquake intensities were analyzed by ANSYS to extract the M-θ hysteresis loops of mortise-tenon joints before and after damage. The area of the largest hysteresis loop was taken as quantitative indicator to measure energy dissipation of mortise-tenon joints. The results shows that if some mortise-tenon joints were damaged, they dissipated much less earthquake energy decreasing by 31.8%-38.5%, and top displacement of structures increased by 1.79%-5.96% correspondingly. Moreover, the displacement under 8-degree-fortification, 7-degree-rare earthquake intensity increased most obviously. Therefore, energy dissipation of mortise-tenon joint is a main indicator to the assessment of seismic performance of a damaged ancient timber structure.
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Song, Xiao Sheng, Jing Yu Su, and Xiao Dong Guo. "Research Progress on Mechanical Properties of Chinese Ancient Mortise-Tenon Joints." Applied Mechanics and Materials 405-408 (September 2013): 1067–72. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1067.

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Mortise-tenon joint is an important characteristic of Chinese ancient timber buildings. Survey on mortise-tenon joint of Chinese timber structures in the last twenty years is summarized and reviewed in five aspects as follows: (1) load transfer mechanism, (2) the relationship of M-θ, (3) the failure characteristics, (4) carrying capacity, and (5) seismic performance. Finally, research on the strengthening of mortise-tenon joints is presented in this paper.
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Zhou, Qian, and Wei Ming Yan. "Shaking Table Tests on Chinese Ancient Tenon-Mortise Structure Strengthened by Steel Components." Applied Mechanics and Materials 204-208 (October 2012): 3251–55. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.3251.

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In order to protect Chinese ancient building, steel components were considered to strengthen its tenon-mortise joints and the strengthening effects were studied by shaking table tests.Based on actual sizes of an ancient building,a wooden frame model with a scale of 1:8 of the prototype structure was built considering Yan-wei type of tenon-mortise connections.Steel components were used to strengthen tenon-mortise joints of the model to enhance its stability.By white noise excitation values of basic frequency for model in both strengthened and unstrengthened conditions were obtained;By inputing El-Centro earthquake waves of different peak acceleration values,responses of displacement and acceleration for typical nodes of the model were obtained.Results show that after its tenon-mortise joints are strengthened by steel components, basic frequency of the model increases;Under earthquake the strengthened model responds with smaller peak displacement and acceleration values;With the increase of earthquake intensity,the steel components tend to perform better.Thus the steel components are effective for strengthening tenon-mortise joints of Chinese ancient buildings.
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Zhou, Qian, and Wei Ming Yan. "Shaking Table Tests on Chinese Ancient Tenon-Mortise Structure Strengthened by Iron Hook." Advanced Materials Research 446-449 (January 2012): 1421–25. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1421.

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Iron hook is widely used to strengthen Chinese tenon-mortise joint to enhance its strength in southern China districts.To find strengthening effects of this material, by shaking table tests dynamic characters as well as seismic responses of a 1:8 scale wooden frame model were studied under conditions that each of its tenon-mortise joint was/was not strengthened by iron hook.By white noise excitation,values of basic frequency of both unstrengthened and iron hook strengthened models were obtained;by inputing El-centro earthquake waves of different peak acceleration values, displacement and acceleration responses of the models were obtained,dynamic magnification factors for tenon-mortise joints as well as models were discussed.Results show that after each tenon-mortise joint of the model is strengthened by iron hook,its basic frequency increases,its displacement and acceleration responses under earthquakes decrease.However as iron hook can only restrict tenon from pulling out of mortise but not rotation of the joint, the dynamic magnification factors for strengthened model still tend to increase under strong earthquake.Thus strengthening effects of this method are limited.
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Liu, Jing, Yingqi Chen, Fei Meng, and Zongxue Chen. "Research on wooden window nodes of optimal design." E3S Web of Conferences 143 (2020): 01045. http://dx.doi.org/10.1051/e3sconf/202014301045.

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Mortise connection is a unique way of connection in the wood structure of ancient buildings in China. This paper takes the mortise and mortise joints of wood window frame as the object. Eight models of wooden window frames are built in ANSYS software with the parameters of tenon diameter and tenon length. The static performance of them is studied. Through simulation loading, the ultimate bearing capacity of the model under vertical and horizontal loads is obtained, and it is concluded that the Mohr strength of the dangerous point and the maximum displacement value at the contact of the mullion and mullion are linearly related to the applied load. Through the parameter analysis, such as the diameter and length of mortise and tenon joint, the optimal design of this kind of mortise and tenon joint component are carried out so as to provide the theoretical basis for its application in the actual project.
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Smardzewski, J. "Effect of wood species and glue type on contact stresses in a mortise and tenon joint." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 222, no. 12 (December 1, 2008): 2293–99. http://dx.doi.org/10.1243/09544062jmes1084.

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New technologies for wood building construction continue to employ various profile-adhesive joints, with mortise and tenon joints being the most popular. Their strength depends both on the wood species and type of the applied glue, as well as the execution accuracy of individual elements. The aim of the performed experiments was to determine the size of normal stresses in places of mutual pressures of the tenon and mortise and the impact of the change of wood species and the type of glue (or lack of glue) applied to the joint on the value of those stresses. It was established, on the basis of numerical calculations, that the phenomena of the tenon and mortise contact are caused both by the bending of the tenon as well as by the torsion of the glue bond. Stresses in the direction perpendicular to the fibre course generating pressures exceeding wood compression strength turned out to be the most dangerous for the tenon and mortise joint. The value of the linear elasticity modulus of the glue bond exerts a decisive influence on the stress values caused by the mutual pressures of the elements of the examined joint.
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Zhou, Nianqiang, Weixing Shi, and Jiazeng Shang. "Seismic response of a light steel structure integrated building with steel mortise–tenon connections." Advances in Structural Engineering 22, no. 5 (November 9, 2018): 1225–37. http://dx.doi.org/10.1177/1369433218811533.

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Mortise–tenon joints play a crucial role in traditional timber structures to resist service and earthquake loading. In this work, the steel mortise–tenon connection from a traditional timber house was extracted and developed for a lightweight steel structure integrated building. This article presents a study on the dynamic performance of an integrated steel house with steel mortise–tenon connections. A shaking table test was conducted with a full-scale model and various excitation intensities. Various parameters, including the natural frequency, the equivalent stiffness of the structure, the structural damping ratio, the acceleration response and the displacement response, were analysed and discussed. In the test, the model frequencies decreased from 15.19 to less than 13.38 Hz, while the damping ratio increased by 32.6%. The test model survived all the input earthquake excitations (peak ground acceleration of up to 1.0 g) with only minor damage, indicating the good seismic resilience of the building. The test results demonstrate that the integrated house structure with steel mortise–tenon connections is a good solution for withstanding earthquakes. An integrated structure bounded by a steel mortise–tenon system with proper design typically exhibits good seismic behaviour and can resist earthquake under different seismic levels in practice.
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Hu, Wen Gang, Hui Wan, and Hui Yuan Guan. "Study on contact force relaxation behavior of mortise-and-tenon joints considering tenon fits and grain orientations of tenon." BioResources 13, no. 3 (June 5, 2018): 5608–16. http://dx.doi.org/10.15376/biores.13.3.5608-5616.

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A new method of testing mechanical properties of mortise-and-tenon joints is put forward. The contact force relaxation behavior of joints for 3 h with tenons in different grain orientations and tenon fits were studied. The results showed that the initial and final contact force of joints with tenons in radial grain orientation were all larger than those in tangential grain orientation in the same tenon fit. The regression equations generated in this paper were able to predict the contact force relaxation behavior of joints with tenons in different grain orientations, tenon fits, and time, and the errors were all within 20%. In addition, the ratio of loss for contact force of joints with tenons in radial grain orientations was greater than that with tenons in tangent in the same tenon fit. The ratios of loss decreased from 51% to 31% in two grain orientations of tenon with tenon fits increasing from 0.2 mm to 0.5 mm with an increment of 0.1 mm. The method proposed in this paper was able to predict the contact force relaxation of mortise-and-tenon joints. The relaxation of contact force in a joint should be considered when designing mortise-and-tenon joint furniture.
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Hassan, Rohana, Azmi Ibrahim, and Zakiah Ahmad. "Bending Behaviour of Dowelled Mortise and Tenon Joints in Kempas." Scientific Research Journal 5, no. 1 (June 30, 2008): 1. http://dx.doi.org/10.24191/srj.v5i1.5647.

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Mortise and tenon are commonly used as timber connections between beam and column with enhancement by pultruded dowel. At present the data on the performance of mortise and tenon joints manufactured using Malaysian tropical timber is not available. Therefore there is a need to provide such data for better guidance and references in design purposes. This study investigates the behavior and strength properties of dowelled mortise and tenon timber connections using selected Malaysian tropical timber with different types of dowels namely steel and timber. Bending tests were performed on mortise and tenon beam-column joints of Kempas when plugged with steel or wood dowel. It is found that pegging the connections with the respective steel and timber dowels resulted in a bending load capacity of 6.09 and 5.32 kN, taken as the average of three samples, the latter being 12 % lower than former. Visual observation of the failed test pieces revealed steel dowels exhibiting yield mode Im and wood, mode IIIs. The wood dowels yielded in bending at one plastic hinge point per shear plane with an associated wood crushing while the steel dowels remained practically undeformed with an associated crushing of the main member.
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Dissertations / Theses on the topic "Mortise-and-tenon"

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Shields, Lance David. "Investigation of Through-Tenon Keys on the Tensile Strength of Mortise and Tenon Joints." Thesis, Virginia Tech, 2011. http://hdl.handle.net/10919/33971.

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A timber frame is a structural building system composed of heavy timber members connected using carpentry-style joinery that may include metal fasteners. A common variant of mortise-and-tenon joints are keyed (or wedged) through-tenon joints. No research on the behavior of wedged joints in timber frames is available. This research provides design knowledge of keyed through-tenon joints from experimental observations and comparisons between mathematical models and experimental measurement. Evaluation of through-tenon keyed mortise and tenon joints was performed by measuring tensile load and stiffness of white oak (Quercus alba) and Douglas-fir (Pseudotsuga menziesii) joints with four- and 11-inch tenons with one and two keys and comparing these results to mathematical models developed from the National Design Specification of Wood Construction (NDS), General Dowel Equations for Calculating Lateral Connection Values (TR-12), and engineering mechanics. Variables included joint species (white oak or Douglas-fir), protruding tenon length (four or 11 inches), and number of keys (one or two). Joints were tested to ultimate load, then model input specimens were cut from tested joints and additional key stock to generate inputs for joint load predictions that were compared to experimental joint load results for validation. Forty joints were tested with white oak keys and six of these joints were retested with ipe (Tabebuia) keys. Joints with four-inch tenons behaved in a brittle manner with tenon failures. Most joints with 11-inch tenons behaved in a ductile manner with key bending and crushing failures. Joint load and stiffness was similar between white oak and Douglas-fir joints. Joints with 11-inch tenons had greater load and stiffness than with four-inch tenons. Joints with two keys had greater load and stiffness than joints with one key, after normalizing joint load and stiffness responses on key width. Joints retested with ipe keys had greater load than joints originally tested with white oak keys. Tenon relish (row tear-out) failure was predicted for all joints with four-inch tenons. Horizontal key shearing was predicted for all joints with 11-inch tenons. Ratios of predicted ultimate joint load divided by experimental ultimate joints load (calculated/tested) or C/T ratios were used to validate the models chosen for load prediction. C/T ratios showed that ultimate load model predictions over predicted joint load which was due to occurrence of unpredicted tenon failures and simultaneously occurring key failures where models predicted key failures independently. Design safety factors (DSFs) were developed by dividing experimental ultimate joint load by governing allowable (design) load predictions. C/T ratios and DSFs were most similar between white oak and Douglas-fir joints and most different between joints with one and two keys. Alternative design values (ADVs) were developed for comparison to design load predictions. Comparisons between ADVs and DSFs showed that model predictions were most conservative for joints fastened with denser keys than joint members.
Master of Science
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Kouromenos, Alexandros. "Lateral Strength and Ductile Behavior of a Mortise-Tenon Connected Timber Frame." DigitalCommons@CalPoly, 2017. https://digitalcommons.calpoly.edu/theses/1790.

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The primary goals of this project were to examine the amount of lateral force resisted by a single-bay mortise-tenon connected timber moment frame, and to introduce ductile behavior into the mortise-tenon connections by adding a steel sleeve around a traditional wood peg. This research aimed to provide proof that traditional timber frames are capable of ductile racking while reliably complying with ASCE 7-10 building code drift speci! cations, implying an increase in the ASCE 7-10 ductility factor (R) for wood frames when used as lateral force resisting elements. A secondary goal was to promote traditional heavy timber framing as a main structural system. Modern structural framing is dominated by light-wood, steel, and concrete framing. The exploration in this project aspires to demonstrate that heavy timber frames can achieve comparable lateral performance and frame behavior to other current lateral systems, reassuring the reliability of traditional timber frames.
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Mihailescu, Teofil. "An investigation of the performance of mortise and tenon joints using the finite element method." Thesis, Bucks New University, 1999. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.714444.

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Creasman, Pearce Paul. "The Cairo Dahshur boats." Texas A&M University, 2005. http://hdl.handle.net/1969.1/4852.

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Excavations conducted in A.D. 1894 and 1895 by French archaeologist Jean- Jacques de Morgan at the funerary complex of the ancient Egyptian Middle Kingdom pharaoh Senwosret III on the plain of Dahshur revealed some unparalleled finds which included five or six small boats. These boats provide a unique opportunity in nautical archaeology—to study contemporaneous hulls. Today, only four of the "Dahshur boats" can be located with certainty; two are in the United States, one in the Carnegie Museum of Natural History in Pittsburgh and one in the Field Museum of Natural History in Chicago. The remaining two are on display in The Egyptian Museum, Cairo. Since their excavation these boats remained relatively inconspicuous until the mid-1980s when a study of the two hulls in the United States was conducted. However, the two boats in Cairo remained largely unpublished. This thesis combines personal observation and recording of the Cairo boats over two summers to reveal more unique characteristics of the hulls and will facilitate a future study of the group as a whole. Each boat is discussed individually and is further divided into its major components by order of construction.
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Berglund, Jonas. "Stark, starkare, starkast : en jämförelse av fasta tappar och centrumtappar med utgångspunkt i tappens dimensioner, inpassning, komprimering, antal och limning." Thesis, Linköpings universitet, Malmstens Linköpings universitet, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-152652.

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I mitt examensarbete jämför jag styrkan för sammanfogningar i trämöbler med fasta tappar och centrumtappar utifrån fem parametrar: tappens dimensioner, tappens inpassning, tappens komprimering, tappens antal och tappens limning. Den övergripande frågan har varit, ”är fasta tappar eller centrumtappar starkast?” Målet har varit att sålla i olika teorier rörande dessa två typer av sammanfogningar och skapa ett underlag i syfte att hjälpa möbelsnickare och formgivare att kunna ta medvetna beslut vad gäller sina val av dessa typer av sammanfogningar. Genom litteraturstudier och verkstads besök har jag samlat kunskap som ligger till grund för det hållfasthets test jag sedan gjort i materiallabbet på Linköpings universitet. Testet har utgått från ett scenario där en stols bakben ska fogas samman med en sarg. Testet visar, utifrån ett antal angivna avgränsningar, att fasta tappar utan undantag är starkare än centrumtappar.Det visar också att en dubbel fast tapp fördelar belastningen bättre än en enkel fast tapp och bidrar till en betydligt starkare fog. För c-tappar gäller generellt att ökat antal tappar ökar fogens seghet men inte nödvändigtvis maxbelastningen. Inpassning och komprimering har betydelse för hur seg en fog är.
I have in my thesis compared the strength of mortise and tenon joints and dowel joints in wooden furniture. I´ve made the comparison based on five parameters: the dimensions of the tenon or dowel, the fit of the tenon or dowel, the compression of the tenon or dowel, the number of tenons or dowels and the gluing of the tenon or dowel. The bigger question has been, “is the mortise and tenon joint or the dowel joint the strongest?” The goal has been to go through different theories regarding these two types of joinery and making a foundation to help cabinet makers and designers to make conscious decisions regarding their choices of these two types of joinery. Through studies of literature and visiting workshops I´ve gathered knowledge that lies as a foundation for a test of strength of different joinery made in the material testing facility of Linköping University. The test was based on a scenario of joining the back leg and side rim of a chair. The test shows, from the given definitions, that mortise and tenon joints are without exceptions stronger than dowel joints. It also shows that double tenons better will distribute the load and make for a stronger and tougher joint. Dowel joints will get tougher with an increased number of dowels but it will not necessarily make for a stronger joint. The fit and compression of the tenon or dowel will affect the joints strength.
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Dahl, Arvid, and Charlie Lindström. "Mekanisk prestanda hos traditionella träfogar kontra samtida byggbeslag." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-76434.

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Samhället efterfrågar idag i allt högre grad miljövänlig och hållbar byggnation. Ett sätt möta dessa nya krav på miljövänlig byggnation är att använda mer trä då detta minskar koldioxidutsläpp genom substitutionseffekten. Syftet att undersöka huruvida traditionella fogningstekniker som helt utförs i trä kan ersätta samtida fogar i framtida byggnation. Målet är att visa att detta är möjligt ur hållfasthetssynpunkt. Undersökningen kommer att begränsas till att undersöka en pelar-balk-anslutning där den traditionella fogen representeras av tre olika varianter tapp i tapphålsfog och den samtida av balksko. Fogarna undersöks beräkningsmässigt samt genom försök där belastningsfallet ämnar ge en hög tvärkraft. Resultaten pekar på att det är möjligt att introducera den undersökta traditionella träfogningstekniken vid samtida byggnation.
Societies demand for environmentally friendly and sustainable construction is ever increasing. One way to meet these new demands on environmentally friendly construction is to use more wood which decreases carbon emissions through the substitution effect. This report aims to research whether traditional joinery techniques entirely executed in wood can replace contemporary joinery techniques in future construction. The goal is to show whether this is possible from a strength standpoint. The research will be limited in that it will strictly seek to study a pillar-beamconnection where the traditional joint researched will be three varying mortise and tenon joints and the contemporary joint is a joist hanger. The joints will be analyzed with calculation and experimentation where the load case aims to produce mainly shear in the joint. The results point towards it being possible to introduce this traditional joint in contemporary construction.
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Al-saadi, Mohammed, and Marwa Abdulnasir Hilal Hilal. "Gestaltning och dimensionering av metallfria knutpunkter." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-98195.

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This thesis aims to develop knowledge of non-metallic connections in order to develop and change the Swedish wood architecture as well as wood structures. The main question being "Are metal-free connections suitable for contemporary timber buildings?". In the theory chapter, facts about wood are introduced, followed by literature studies and previous research. Through literature research in the university database and conducting interviews with an architect, a designer and a carpenter, data was collected for the design process and for the calculation of the dimensions for one of the selected glulam connections. The result showed that there is a lack of knowledge in Sweden regarding non-metallic connections, other countries such as Switzerland are more developed in the area and has accepted the idea of this concept. The result also showed that the lack of strength in wooden connections lead to large dimensions of the timber elements, but an aesthetic advantage can be developed. Finally, the results are discussed and analyzed according to the different requirements set on appearance, durability and manufacturability.
Detta examensarbete syftar till att utveckla kunskap om metallfria knutpunkter för att möjliggöra en mer varierad svensk träarkitektur. Den övergripande frågan har varit ”Hur väl lämpar sig metallfria knutpunkter för nutida byggande av träkonstruktioner?”. I teorikapitlet beskrivs fakta om materialet trä, följt av beskrivning av litteratur och tidigare forskning som är relevant för denna studie. Genom en litteraturstudie via universitetets databaser samt intervjuer med en arkitekt, en konstruktör och en möbeldesigner samlades data för gestaltningsprocessen och dimensionering av en knutpunkt i limträ. Resultatet visade att det finns kunskapsbrist i Sverige gällande metallfria knutpunkter, andra länder som Schweiz är mer utvecklade inom området samt har accepterat tanken på detta koncept. Resultatet visade även att frågor kring hållfasthet leder till stora dimensioner för de ingående träelementen, men att en estetisk fördel kan utvecklas. Slutligen diskuteras och analyseras resultaten utefter olika krav som ställts på utseende, hållfasthet och tillverkning.
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Chang, Cheng-Tai, and 張承泰. "Mortise and Tenon Prestressed Component to Combine Indigenous Technique Research." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/98483281410914187050.

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碩士
崑山科技大學
機械工程研究所
102
There are many wooden buildings between archaic architecture and temples in the past five thousand years in China. The erudite and intensive technology of wooden building is a special architecture science. The key point is the combined technology of Mortise and Tenon. The purpose of this study is to investigate the theory and applications of the combined technology. This work analyze the research and design of the existed china wooden buildings with combinations of Mortise and Tenon, investigate the design methods of shelve and Burr Puzzle, and find there are many design similarity between those buildings and devices. Furthermore, the results of this study show there are 136 unsymmetrical combinations of Mortise and Tenon those are different to the traditional symmetrical combinations of Mortise and Tenon.
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Liao, Wei-Fa, and 廖偉發. "Mechanical Behavior of Retrofitted Taiwan Traditional Tenon and Mortise Wood Joints." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/7cu5zk.

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碩士
國立臺北科技大學
土木與防災研究所
95
Tenon-and-mortise joint is one of most common types of traditional Taiwan building structure, this kind of joint building has high tenacity and low strength structural characteristics. Therefore, under great lateral force, the structure inclines and collapses, leading to severe losses of some important culture heritages. This study continued research result of tenon-and-mortise joint mechanical behavior last year, considered actual repair skill, further proposed reinforcement measures against structural weak points of tenon-and-mortise joint, and discussed effects of various different reinforcement measures. Research result showed that the longer the tenon, the higher the bending moment strength and rotational stiffness, but maximum bending moment strength developed from tenon-and-mortise joint was only 8.2% of beam section, indicating low bending moment strength of tenon-and-mortise joint, thus, this study responded to Culture Heritages Preservation Law, proposed “reverse” reinforcement method, concentrating on improving mechanical behavior of tenon-and-mortise joint, in regard to pin reinforcement, one pin had better result, for column tear was not so worse, thus later reinforcement design should properly and simultaneously consider design of allowable column strength. In regard to confining reinforcement, rattan bands were employed, which were natural material, but the stiffness was not so high as steel rope, and rattan bands failed to bundle beam column joint so tightly as steel rope, thus bending moment strength of steel rope reinforcement was better than rattan band reinforcement. As to screw reinforcement, ordinary gaskets and nuts would deform wood under compression and caused gasket depression, so that screws failed to play its role of designed tensile strength, while conical gaskets and rectangular iron block proposed in this study could effectively improve local depression of wood, and increase bending moment strength. From test result, bending moment strength and rotational stiffness of all test specimens of reinforcement experiment increased, indicating that all reinforcement schemes proposed in this study had reinforcement effect to varied extent, and complied with Culture Heritage Preservation Law, kept original color and appearance, enhanced earthquake resistance, and reinforced test specimen could be disassembled, meeting demand of “reverse” reinforcement method.
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Chen, Yu-Ren, and 陳俞任. "Joint Behavior of Through Oval-end Mortise and Tenon Joint with Wedges." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/81528917197623028479.

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碩士
國立嘉義大學
林產科學系研究所
95
Oval-end and square-end mortise and tenon joints have been commonly used in wooden furniture. The oval-end mortise and tenon joint not only has excellent performance in joint strength but also could be processed rapidly. However, the processing of the square-end mortise is slow and is often with poor precision even though the square-end mortise and tenon joint with wedge has good performance in joint strength. This study is to investigate the effect of wedge on the joint behaviors of through oval-end mortise and tenon joint. In order to understand the relations between the pull-out loads, bending moments and rigidity efficiencies with groove widths, wedge slopes and wedge spacings, wedged through oval-end mortise and tenon joint with various groove widths (3, 4, and 5 mm) and wedge slopes (1:7, 1:8, and 1:9) for single wedge, and wedge spacings (12 and 19 mm) for double wedges were used. In addition, finite element analysis was used to predict the pull-out loads and bending moments, and both were compared with the tested ones. Except for rigidity efficiencies, the pull-out loads and bending moments of the oval-end mortise and tenon joint with single and double wedges were greater than those without wedge. The pull-out loads of the oval-end mortise and tenon joint with single wedge were increased with the increase of wedge slopes and with the decrease of groove width, and the same tendency could also be observed in the data predicted by the finite element method. The difference between the measured and predicted pull-out loads are between -2.10 and 7.47 %. The highest compressive stress and displacement were found at the uppers corners of the groove when wedge was in groove. For the oval-end mortise and tenon joint with single wedge, the highest compressive stress and displacement were found for 3 mm groove width and 1:7 wedge slope. With the same groove width and wedge slope, the pull-out loads of the oval-end mortise and tenon joint with double wedge weres greater than those with single wedge. Rigidity efficiencies of the wedged oval-end mortise and tenon joint had no significant differences among various combinations. The maximum bending moments of the oval-end mortise and tenon joint with single wedge were also increased with the increase of wedge slopes and with the decrease of groove width. However, for the same groove widths and wedge slopes, the bending moments of the oval-end mortise and tenon joint with double, single and without wedges have no significant differences. Furthermore, the difference between the measured bending moments and the predicted ones were between -5.00 and 6.21 %. The predicted bending moments of oval-end mortises and tenon joints with shoulders were 30 ~ 38 % higher than those without shoulders. The predicted data also showed that when bending occurred on the wedged oval-end mortise and tenon joint, the stress concentration was found on the apex of the lower shoulder of the tenon. Also, the compressive stress at the apex of lower shoulder was increased with the increase of the displacement loading. According the simulation by the finite element, the pull-out loads and bending moments increased with the increase of wedge spacings in the range of 10 to 16 mm.
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Books on the topic "Mortise-and-tenon"

1

Making Mortise and Tenon Joints. Taunton Press, 1986.

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Klausz, Frank. Making Mortise-and-Tenon Joints: With Frank Klausz (Fine Woodworking DVD Workshop). Taunton, 2006.

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Wynn, Scott. Classic Handplanes and Joinery: Essential Tips and Techniques for Woodworkers Create Fast & Accurate Furniture Joints Like Mortise & Tenon, Dado, & Rabbet Using Hand Planes. Fox Chapel Publishing, 2018.

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Book chapters on the topic "Mortise-and-tenon"

1

Yu, Dehua, and Jiping Yue. "VR and AR Application in Chinese Traditional Mortise and Tenon Display and Experience Design." In Communications in Computer and Information Science, 450–55. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-23528-4_61.

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Chen, Lingzhu, Qingfeng Xu, Chongqing Han, Xi Chen, Xiaofeng Hu, and Zhengchang Wang. "Experimental Study on Fire Resistance of One-Way Straight and Through Mortise-Tenon Timber Joints." In Wood & Fire Safety, 244–50. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-41235-7_37.

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Amaruddin, Haslin Idayu, Rohana Hassan, Norliyati Mohd Amin, and Nor Jihan Abd Malek. "Finite Element Model of Mortise and Tenon Joint Fastened with Wood Dowel Using Kempas Species." In InCIEC 2013, 3–14. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-4585-02-6_1.

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Yu, Dehua. "Mixed Reality Application with MR Glasses in the Interaction Exhibition of Mortise and Tenon Structure of Chinese Traditional Furniture." In Human Systems Engineering and Design III, 77–82. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58282-1_13.

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Sun, Wei, Junshan Yang, and Bing Li. "Hysteretic Behavior Analysis of Concrete-Filled Double-Skin Steel Tubular Column Under the Constraint of Mortise and Tenon Joint with Low-Cycle Reciprocating Load." In Advances in Intelligent Systems and Computing, 419–31. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4575-1_40.

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Tang, Zhu, Zhiqiang Wang, and Qing Zhu. "Research on the Method of Finding the Face of Single Mortise-Tenon Work Line Graph." In Advances in Intelligent Systems and Computing, 507–13. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70990-1_73.

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Pulak, Cemal. "Mortise-and-Tenon Joints of Bronze Age Seagoing Ships." In Boats, Ships and Shipyards, 28–34. Oxbow Books, 2016. http://dx.doi.org/10.2307/j.ctvh1dsn7.11.

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Louren√ßo, Paulo, Jos√© Machado, and Artur Feio. "Capacity of a traditional timber mortise and tenon joint." In Structural Analysis of Historic Construction: Preserving Safety and Significance, 833–41. CRC Press, 2008. http://dx.doi.org/10.1201/9781439828229.ch94.

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"Influence of fit tolerance between tenon width and mortise length on joint performance of oval-tenon manufactured by Alnus formosana wood." In Manufacturing and Engineering Technology (ICMET 2014), 197–202. CRC Press, 2014. http://dx.doi.org/10.1201/b17735-40.

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Nelson, Lee H. "Early wooden truss connections vs. wood shrinkage: from mortise-and-tenon joints to bolted connections." In The Development of Timber as a Structural Material, 257–82. Routledge, 2017. http://dx.doi.org/10.4324/9781315240305-13.

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Conference papers on the topic "Mortise-and-tenon"

1

Wang, Xiang, and Jianwei Yin. "Mortise and Tenon and Its Practice on Contemporary Furniture Design." In Proceedings of the 2019 4th International Conference on Humanities Science and Society Development (ICHSSD 2019). Paris, France: Atlantis Press, 2019. http://dx.doi.org/10.2991/ichssd-19.2019.33.

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Liao, Huming, Jiang Fan, Rongqiao Wang, Xiuli Shen, and Dianyin Hu. "Multidisciplinary Optimization Technology Research on Typical Turbine Assembly Structure." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-37473.

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A multidisciplinary design optimization (MDO) method for turbine mortise assembly structure is presented. This method takes tenon and mortise as a whole to carry on the design optimization. With the adoption of Design of Experiment (DOE) method and Collaborative Optimization (CO) Strategy, this method has realized the coupling parallel optimization of the mortise assembly structure. To verify the effectiveness of the proposed method a typical fir-tree mortise structure design optimization is provided as an example. The results show that the mass and Von Mises Stress of the mortise assembly structure were reduced remarkably, which means that the proposed method has a significant role in enhancing structural performance.
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Duan, Shujin, Wanqiu Suo, Yan Yu, and Chunyan Ma. "Model Test on a Kind of Assembly Steel Frame with Mortise and Tenon." In Modern Methods and Advances in Structural Engineering and Construction. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s2-s26-cd.

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Vliet, Kasey, Peter Von Buelow, and Steven Y. Mankouche. "Limb: Rethinking Heavy Timber Joinery Through Analysis of Tree Crotches." In 2018 ACSA International Conference. ACSA Press, 2018. http://dx.doi.org/10.35483/acsa.intl.2018.21.

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LIMB reconsiders historic heavy timber construction across cultures to develop new joinery methods by focusing on the natural occurrence of branch bifurcation in different wood species. Because of its low value, often the crotch of a tree is not harvested for commercial purposes. This project uses this vital element to design connections that replace traditional mortise and tenon or steel connections.
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Kang, Min, Na Yang, and Qun Cha. "Studies on static performance of mortise and tenon joint in traditional column and tie construction timber structure." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776058.

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6

Chen, Da-wei, Hui-ren Zhu, Yang Xu, Xiao-meng Jia, Cong Liu, and Hai-ying Lu. "Numerical Simulations of Flow Fields and Heat Transfer Characteristics in Tenon Joint Gap Between Turbine Blade and Disk Under Rotating Conditions." In ASME Turbo Expo 2017: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/gt2017-63951.

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Turbine blades and the disks are connected by tenons. There is a pair of jagged assembly clearance between each tenon and corresponding mortise. In practical engineering applications, flow and heat transfer characteristics in assembly clearance used to be simplified. In order to obtain more accurate temperature fields of the turbine blades and disks, detailed study of the flow and heat transfer mechanism in tenon joint gap is necessary. In this paper, two typical assembly clearances under the stationary and rotating conditions were investigated numerically, including double S-shaped and double Crescent-shaped. The inlet Reynolds numbers range from 5,500 to 50,000 and the Rotation numbers range from 0 to 0.005. The results show that the fluids in the two branches of the double S-shaped channel have different flow characteristics under rotating conditions. A vortex is formed at the corner of the left branch and the vortex scale can be influenced by Re and Ro. The large vortex decreases the local heat transfer coefficient. In the right branch, the three-dimensional flow from the flat wall to the concave wall increases the local heat transfer coefficient of different regions. For the double Crescent-shaped channel, the region with higher velocity is offset to the right of the channel which leads to higher local heat transfer coefficient under rotating conditions. The simulation results have great significance to the heat transfer analysis of turbine blades and disks.
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Sylejmani, Blertë, Rrahim Sejdiu, and Agron Bajraktari. "Statistical control of mutual exchange of details (tenon -mortise ) from beechwood, in some of manufacturing factories of chairs in region of Ferizaj." In University for Business and Technology International Conference. Pristina, Kosovo: University for Business and Technology, 2018. http://dx.doi.org/10.33107/ubt-ic.2018.20.

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Reports on the topic "Mortise-and-tenon"

1

STRUCTURAL PERFORMANCE AND DESIGN METHOD OF NEW MORTISE–TENON FULL STEEL-TUBE SCAFFOLD. The Hong Kong Institute of Steel Construction, June 2018. http://dx.doi.org/10.18057/ijasc.2018.14.2.9.

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