scholarly journals Unzipping bird feathers

2014 ◽  
Vol 11 (92) ◽  
pp. 20130988 ◽  
Author(s):  
Alexander Kovalev ◽  
Alexander E. Filippov ◽  
Stanislav N. Gorb

The bird feather vane can be separated into two parts by pulling the barbs apart. The original state can be re-established easily by lightly stroking through the feather. Hooklets responsible for holding vane barbs together are not damaged by multiple zipping and unzipping cycles. Because numerous microhooks keep the integrity of the feather, their properties are of great interest for understanding mechanics of the entire feather structure. This study was undertaken to estimate the separation force of single hooklets and their arrays using force measurement of an unzipping feather vane. The hooklets usually separate in some number synchronously (20 on average) with the highest observed separation force of 1.74 mN (average force 0.27 mN), whereas the single hooklet separation force was 14 μN. A simple numerical model was suggested for a better understanding of zipping and unzipping behaviour in feathers. The model demonstrates features similar to those observed in experiments.

2007 ◽  
Vol 7 (11) ◽  
pp. 1511-1515 ◽  
Author(s):  
Nader Shariatmad ◽  
Mohammad Reza Sabour ◽  
Hamidreza Kamalan ◽  
Arash Mansouri ◽  
Mostafa Abolfazlza

2012 ◽  
Vol 4 (3) ◽  
pp. 77-88
Author(s):  
Ulvis Skadins ◽  
Janis Brauns

By adding fibres to concrete mix the objective is to bridge discrete cracks providing for some control to the fracture process and increase the fracture energy. Fibres become active mainly when cracking starts and deformation of the fibre occurs. Pullout tests with four types of fibres with different orientation, embedment lengths, and concrete strengths are performed to simulate the bridging process. Fibre pullout behaviour is analysed for relatively small slippage displacement to keep it close to real designing situations. The test results show significant effect of fibre type on pullout behaviour, nevertheless the effect is intangible on fibres inclined at 30 degrees or more. An effective displacement is introduced, derived from experimental force-slip curves, when fibre becomes involved in bridging. Based on the effective displacement and simplified average force-slip curves a numerical model is proposed to analyse the tensile stresses transferred by fibres crossing a crack.


1997 ◽  
Author(s):  
Marco Capacci ◽  
Marco Minucci ◽  
Alberto Severi ◽  
Marco Capacci ◽  
Marco Minucci ◽  
...  

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