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		<title>Karolak Jasienko 2021a - Revision history</title>
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		<updated>2026-05-13T21:23:57Z</updated>
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		<id>http://www.colloquiam.com/wd/index.php?title=Karolak_Jasienko_2021a&amp;diff=232963&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 307619575 to Karolak Jasienko 2021a</title>
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				<updated>2021-11-30T13:24:24Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_307619575&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 307619575&quot;&gt;Draft Content 307619575&lt;/a&gt; to &lt;a href=&quot;/public/Karolak_Jasienko_2021a&quot; title=&quot;Karolak Jasienko 2021a&quot;&gt;Karolak Jasienko 2021a&lt;/a&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 13:24, 30 November 2021&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan='2' style='text-align: center;' lang='en'&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
&lt;/td&gt;&lt;/tr&gt;&lt;/table&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>http://www.colloquiam.com/wd/index.php?title=Karolak_Jasienko_2021a&amp;diff=232962&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  The paper presents a description and results of the research concerning one of the   scarf  joints,  so-called  ‘lightning  sign’  (also  described  as...&quot;</title>
		<link rel="alternate" type="text/html" href="http://www.colloquiam.com/wd/index.php?title=Karolak_Jasienko_2021a&amp;diff=232962&amp;oldid=prev"/>
				<updated>2021-11-30T13:24:21Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  The paper presents a description and results of the research concerning one of the   scarf  joints,  so-called  ‘lightning  sign’  (also  described  as...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;== Abstract ==&lt;br /&gt;
&lt;br /&gt;
The paper presents a description and results of the research concerning one of the  &lt;br /&gt;
scarf  joints,  so-called  ‘lightning  sign’  (also  described  as  ‘Bolt  of  lightning’  or  ‘Trait-de- &lt;br /&gt;
Jupiter’). This joint has been used and can be commonly found in wooden historical structures  &lt;br /&gt;
and  is  considered  to  be  an  interesting  example  of  carpentry  longitudinal  joints.  In  the  &lt;br /&gt;
experimental part timber beams with this type of joint shaped in the different planes, horizontal  &lt;br /&gt;
and  vertical,  reinforced  with  spindle  fasteners  (metal  bolts),  were  subjected  to  four-point  &lt;br /&gt;
bending tests. As a result, the static equilibrium paths and the bending capacities of individual  &lt;br /&gt;
beams  were  obtained.  They  were  compared  to  the  load-bearing  capacity  of  the  continuous  &lt;br /&gt;
reference beam. Moreover, a simplified numerical analysis based on FEM was carried out for  &lt;br /&gt;
comparison the rigidity of individual beams. A comparison of the results for series of beams is  &lt;br /&gt;
discussed and some conclusions and possible directions of the future actions in the subject are  &lt;br /&gt;
presented.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_307619575p1160.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1] Jasieńko  J.,  Nowak  T.,  Karolak  A.  (2014).  Historical  carpentry  joints. Wiadomości  Konserwatorskie – Journal of Heritage Conservation, 40, 58-82.  &lt;br /&gt;
&lt;br /&gt;
[2] Šobra K., Fonseca Ferreira C., Riggio M., D’Ayala D., Arriaga F., Aira J. R. (2015). A new  tool  for  the  structural  assessment  of  historic  carpentry  joints.  In:  Proceedings  of  the  3rd International Conference on Structural Health Assessment of Timber Structures – SHATIS’15, Wrocław, Poland, 9-11 September 2015. &lt;br /&gt;
&lt;br /&gt;
[3]  Ross P. (2002). Appraisal and repair of timber structures. Thomas Telford Ltd, London.   &lt;br /&gt;
&lt;br /&gt;
[4] Thelandersson  S.,  Larsen  H.  J.  (2003).  Timber  Engineering.  John  Wiley  &amp;amp;amp;  Sons  Ltd,  Chichester, Chapter 16.  &lt;br /&gt;
&lt;br /&gt;
[5] Parisi  M.  A.,  Piazza  M.  (2008).  Seismic  strengthening  of  traditional  carpentry  joints.  In: Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, 12-17 October 2008.  &lt;br /&gt;
&lt;br /&gt;
[6] Perria  E.  (2017).  Characterization  of  halved  undersquinted  scarf  joint  and  stop-splayed undersquinted &amp;amp;amp; tabled scarf joint with key (Jupiter joint). PhD dissertation. University of  Braunschweig  –  Institute  of  Technology,  Department  of  Architecture  and  University  of  Florence, Department of Civil and Enviromental Engineering.  &lt;br /&gt;
&lt;br /&gt;
[7] Perez L. P. (2003). Design and construction of timber roof structures, built over different  structural systems. Cases studium at the Valencia Community. In: Proceedings of the First  International Congress on Construction History, Madrid, Spain, 20-24 January, 2003.  &lt;br /&gt;
&lt;br /&gt;
[8] Tampone  G.,  Semplici  M.  (2006).  Rescuing  the  Hidden  European  Wooden  Churches  Heritage,  An  International  Methodology  for  Implementing  a  Data  Base  for  Restoration  Projects.  In  cooperation  with  Fly  Events  and  Alter  Ego  Ing  Arch  S.r.l.  (a  Subsidiary  Company of the Collegio degli Ingegneri della Toscana), Città di Castello.  &lt;br /&gt;
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[9] Mirabella-Roberti  G.,  Bondanelli  M.  (2013).  Study  and  analysis  of  XIV  century  timber  built-up beams in Verona. Advanced Materials Research, 778, 511-516.  &lt;br /&gt;
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[10] Rug  W.,  Linke  G.  (2015).  Study  on  the  load  bearing  capacity  and  the  load-  deferral behavior  of  wooden  composite  beams  with  a  teethed  joint.  In:  Proceedings  of  the  3rd International Conference on Structural Health Assessment of Timber Structures – SHATIS’15, Wrocław, Poland, 9-11 September 2015.  &lt;br /&gt;
&lt;br /&gt;
[11] Rug  W.,  Thoms  F.,  Grimm  U.,  Eichbaum  G.,  Abel  S.  (2012).  Untersuchungen  zur Biegetragfähigkeit von verzahnten Balken. Bautechnik 89, 26-36.  &lt;br /&gt;
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[12] Alberti L. B. (1965).  L'Architettura di Leon Batista Alberti, Tradotta in lingua  Fiorentina  da  Cosimo  Bartoli.  Con  la  aggiunta  de  disegni.  Et  altri  diuersi  Trattati  del  medesimo Auttore. Appresso Lionardo Torrentino.  &lt;br /&gt;
&lt;br /&gt;
[13] Ceraldi C., Costa A., Lippiello M. (2019). Stop-Splayed Scarf-Joint Reinforcement with  Timber Pegs Behaviour. In: Aguilar R., Torrealva D., Moreira S., Pando M., Ramos L.F. (Eds.). Structural Analysis of Historical Constructions. Springer, Cham., 360-369.  &lt;br /&gt;
&lt;br /&gt;
[14] Hirst E., Brett A., Thomson A., Walker P., Harris R. (2008). The structural performance  of traditional oak tension &amp;amp;amp; scarf joints. In: Proceedings of the 10th World Conference on Timber Engineering, Miyazaki, Japan, 2-5 June 2008.  &lt;br /&gt;
&lt;br /&gt;
[15] Sangree R. H., Schafer B. W. (2009). Experimental and numerical analysis of a stop-  splayed traditional scarf joint with key. Construction and Building Materials, 23, 376-385.  &lt;br /&gt;
&lt;br /&gt;
[16] Fajman  P.,  Máca  J.  (2018).  The  effect  of  inclination  of  scarf  joints  with  four  pins.  International Journal of Architectural Heritage, 12(4), 599-606.  &lt;br /&gt;
&lt;br /&gt;
[17] Fajman  P.  (2015).  A  scarf  joint  for  reconstructions  of  historical  structures.  Advanced Materials Research, 969, 9-15.  &lt;br /&gt;
&lt;br /&gt;
[18] Fajman P., Máca J. (2015). Scarf joints with pins or keys and dovetails. In: Proceedings  of the 3rd International Conference on Structural Health Assessment of Timber Structures  – SHATIS’15, Wrocław, Poland, 9-11 September 2015.  &lt;br /&gt;
&lt;br /&gt;
[19] Fajman  P.,  Máca  J.  (2014).  The  effect  of  key  stiffness  on  forces  in  a  scarf  joint.  In Proceedings of the 9th International Conference on Engineering Computational. Technology, vol. 40. Civil-Comp Press, Stirlingshire, United Kingdom.   &lt;br /&gt;
&lt;br /&gt;
[20] Fajman  P.,  Máca  J.  (2014).  The  effect  of  key  stiffness  on  forces  in  a  scarf  joint.  In Proceedings of the 9th International Conference on Engineering Computational  Technology, vol. 40. Civil-Comp Press, Stirlingshire, United Kingdom.  &lt;br /&gt;
&lt;br /&gt;
[21] Šobra  K.,  Fajman  P.  (2013).  Utilization  of  splice  skew  joint  with  a  key  in  the  reconstruction of historical trusses. Advanced Materials Research, 668, 207-212.  &lt;br /&gt;
&lt;br /&gt;
[22] Arciszewska-Kędzior A., Kunecký J., Hasníková H. (2016). Mechanical response of a  lap scarf joint with inclined faces and wooden dowels under combined loading. Wiadomości  Konserwatorskie – Journal of Heritage Conservation, 46, 80-88.  &lt;br /&gt;
&lt;br /&gt;
[23] Arciszewska-Kędzior A., Kunecký J., Hasníková H., Sebera V. (2015). Lapped scarf  joint  with  inclined  faces  and  wooden  dowels:  Experimental  and  numerical  analysis.  Engineering Structures, 94, 1-8.  &lt;br /&gt;
&lt;br /&gt;
[24] Arciszewska- Kędzior A., Kunecký J., Hasníková H. (2015). Mechanical response of a lap  scarf  joint  with  inclined  faces  and  wooden  dowels  under  combined  loading.  In:  Proceedings  of  the  3rd  International  Conference  on  Structural  Health  Assessment  of  Timber Structures – SHATIS’15, Wrocław, Poland, 9-11 September 2015.  &lt;br /&gt;
&lt;br /&gt;
[25] Kunecký J., Hasníková H., Kloiber M., Milch J., Sebera V., Tippner J. (2018). Structural  assessment  of  a  lapped  scarf  joint  applied  to  historical  timber  constructions  in  central Europe. International Journal of Architectural Heritage, 12.4, 666-682.  &lt;br /&gt;
&lt;br /&gt;
[26] Kunecký J., Sebera V., Hasníková H., Arciszewska-Kędzior A., Tippner J., Kloiber M.  (2015). Experimental assessment of full-scale lap scarf timber joint accompanied by a finite  element analysis and digital correlation. Construction and Building Materials, 76, 24-33.  &lt;br /&gt;
&lt;br /&gt;
[27] Kunecký J., Sebera V., Tippner J., Hasníková H., Kloiber M., Arciszewska- Kędzior A.,  Milch  J.  (2015).  Mechanical  performance  and  contact  zone  of  timber  joint  with  oblique  faces. Acta  Universitatis  Agriculturae  et  Silviculturae  Mendelianae  Brunensis,  63,  1153-  1159.  &lt;br /&gt;
&lt;br /&gt;
[28] Kunecký  J.,  Sebera  V.,  Tippner  J.,  Kloiber  M.  (2014).  Numerical  assessment  of  behavior of a historical central European wooden joint with a dowel subjected to bending.  In:  Proceedings  of  the  9th  International  Conference  on  Structural  Analysis  of  Historical Constructions, Mexico City, Mexico, 15-17 October 2014.  &lt;br /&gt;
&lt;br /&gt;
[29] Structural  Timber—Determination  of  Characteristic  Values  of  Mechanical  Properties and Density; PN-EN 384: 2016-10. PKN: Polish Committee for Standardization, Warsaw,  Poland, 2016.  &lt;br /&gt;
&lt;br /&gt;
[30] Timber Structures. Structural Timber and Glued Laminated Timber. Determination of Some Physical and Mechanical Properties. PN-EN 408+A1: 2012; PKN: Polish Committee for Standardization, Warsaw, Poland, 2012.  &lt;br /&gt;
&lt;br /&gt;
[31] Bodig J., Jayne B. A. (1982). Mechanics of Wood and Wood Composites. Van Nostrad Reinhold, New York.  &lt;br /&gt;
&lt;br /&gt;
[32] Nowak  T.  (2007).  Analysis  of  the  static  work  of  bent  wooden  beams  reinforced  with CFRP&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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