Strengthening of old timber floor joists with cross-laminated timber panels and tempered glass strips

2021 ◽  
Vol 298 ◽  
pp. 123841
Author(s):  
Žiga Unuk ◽  
Andrej Štrukelj ◽  
Vesna Žegarac Leskovar ◽  
Miroslav Premrov
2020 ◽  
Vol 13 (3) ◽  
pp. 115-129
Author(s):  
Shin’ichi Aratani

High speed photography using the Cranz-Schardin camera was performed to study the crack divergence and divergence angle in thermally tempered glass. A tempered 3.5 mm thick glass plate was used as a specimen. It was shown that two types of bifurcation and branching existed as the crack divergence. The divergence angle was smaller than the value calculated from the principle of optimal design and showed an acute angle.


2021 ◽  
Vol 273 ◽  
pp. 121820
Author(s):  
Marcos Cesar de Moraes Pereira ◽  
Luc Arthur Pascal Sohier ◽  
Thierry Descamps ◽  
Carlito Calil Junior

Structures ◽  
2021 ◽  
Vol 32 ◽  
pp. 1481-1491
Author(s):  
Haoyu Huang ◽  
Xiaoqi Lin ◽  
Junhui Zhang ◽  
Zhendong Wu ◽  
Chang Wang ◽  
...  

Forests ◽  
2021 ◽  
Vol 12 (5) ◽  
pp. 524
Author(s):  
Junhua Xu ◽  
Shuangbao Zhang ◽  
Guofang Wu ◽  
Yingchun Gong ◽  
Haiqing Ren

With the increasing popularity of cross-laminated timber (CLT) constructions around the world, there have been attempts to produce CLT using local wood species in different countries, such as Japanese larch (Larix kaempferi (Lamb.) Carr.) in China. Thus, the need to investigate the connection performance also increases to support the design and construction of CLT buildings using local wood species. In this study, the withdrawal properties of three different types of self-tapping screws (STS), with a diameter of 6 mm, 8 mm, and 11 mm, were tested with Japanese larch CLT. The results revealed that the withdrawal strength of STS increased with increasing density and effective length, but decreased with an increasing diameter. With a density increment of 0.05 g/cm3, the withdrawal strength increased by an average of 9.4%. With an effective length increment of 24 mm, the withdrawal strength increased by an average of 1.4%. An empirical regression model was adopted to predict the withdrawal strength of Japanese larch CLT based on the results, which can be used for potential engineering design of CLT connections using STS.


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