Numerical analysis for load-bearing capacity and cushioning performance of structural unit of molded pulp product

2011 ◽  
Author(s):  
Jiao Wang ◽  
Jinlong Chen ◽  
Hongwei Ji
Keyword(s):  
Numerical Analysis ◽  
Bearing Capacity ◽  
Structural Unit ◽  
Load Bearing Capacity ◽  
Load Bearing

scholarly journals An Analysis of the Load-Bearing Capacity of Timber-Concrete Composite Beams with Profiled Sheeting

2017 ◽  
Vol 27 (4) ◽  
pp. 143-156 ◽  
Author(s):  
Maciej Szumigała ◽  
Ewa Szumigała ◽  
Łukasz Polus
Keyword(s):  
Numerical Analysis ◽  
Bearing Capacity ◽  
Concrete Slab ◽  
Composite Beams ◽  
Concrete Slabs ◽  
Timber Beam ◽  
Load Bearing Capacity ◽  
Load Bearing ◽  
Shear Connectors ◽  
Timber Beams

Abstract This paper presents an analysis of timber-concrete composite beams. Said composite beams consist of rectangular timber beams and concrete slabs poured into the steel sheeting. The concrete slab is connected with the timber beam using special shear connectors. The authors of this article are trying to patent these connectors. The article contains results from a numerical analysis. It is demonstrated that the type of steel sheeting used as a lost formwork has an influence on the load-bearing capacity and stiffness of the timber-concrete composite beams.

Study on Strengthening Glued-Laminated Timber with Aramid Cords and Properties of Composite Materials

2012 ◽  
Vol 583 ◽  
pp. 142-145 ◽  
Author(s):  
Marlena Rajczyk ◽  
Damian Jończyk
Keyword(s):  
Composite Materials ◽  
Numerical Analysis ◽  
Bearing Capacity ◽  
Normal Stress ◽  
Load Bearing Capacity ◽  
Load Bearing ◽  
Reinforced Beams ◽  
Glued Laminated Timber

This paper presents method of strengthening glued-laminated timber with aramid cords. In order to estimate the increase in load-bearing capacity, numerical analysis was carried out on three beams: unreinforced; reinforced with one layer of aramid cords; and reinforced with two layers of aramid cords. A preliminary numerical analysis showed a reduction of deflections of reinforced beams by about 11 to 14 % and a reduction of 19 to 25 % of normal stress.

Increased load bearing capacity of mechanically joined FRP/metal joints using a pin structured auxiliary joining element

2020 ◽  
Vol 62 (1) ◽  
pp. 55-60
Author(s):  
Per Heyser ◽  
Vadim Sartisson ◽  
Gerson Meschut ◽  
Marcel Droß ◽  
Klaus Dröder
Keyword(s):  
Bearing Capacity ◽  
Load Bearing Capacity ◽  
Load Bearing
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