Development of lignin‐based carbon foam for use as an FRP sandwich core material

2020 ◽  
Author(s):  
Limin Bao ◽  
Chuanfang Xie ◽  
Jian Shi ◽  
Yoshihiko Teramoto
2020 ◽  
Vol 265 ◽  
pp. 120193
Author(s):  
Chao Wu ◽  
Niloufar Vahedi ◽  
Anastasios P. Vassilopoulos ◽  
Thomas Keller

2000 ◽  
Vol 2 (3) ◽  
pp. 215-224 ◽  
Author(s):  
Christopher Y. Tuan ◽  
Robert L. Sierakowski

2017 ◽  
Vol 2017 ◽  
pp. 1-16 ◽  
Author(s):  
M. A. R. Loja

Sandwich structures are able to provide enhanced strength, stiffness, and lightweight characteristics, thus contributing to an improved overall structural response. To this sandwich configuration one may associate through-thickness graded core material properties and homogeneous or graded properties nanocomposite skins. These tailor-made possibilities may provide alternative design solutions to specific problem requisites. This work aims to address these possibilities, considering to this purpose a package of three beam layerwise models based on different shear deformation theories, implemented through Kriging-based finite elements. The viscoelastic behaviour of the sandwich core is modelled using the complex method and the dynamic problem is solved in the frequency domain. A set of case studies illustrates the performance of the models.


Equipment ◽  
2006 ◽  
Author(s):  
M. K. Alam ◽  
C. Druma ◽  
M. Anghelescu ◽  
B. Maruyama

Author(s):  
Lakshmi Thangasamy ◽  
◽  
Gunasekaran Kandasamy ◽  

Many researches on double skin sandwich having top and bottom steel plates and in between concrete core called as steel-concrete-steel (SCS) were carried out by them on this SCS type using with different materials. Yet, use of coconut shell concrete (CSC) as a core material on this SCS form construction and their results are very limited. Study investigated to use j-hook shear studs under flexure in the concept of steel-concrete-steel (SCS) in which the core concrete was CSC. To compare the results of CSC, the conventional concrete (CC) was also considered. To study the effect of quarry dust (QD) in its place of river sand (RS) was also taken. Hence four different mixes two without QD and two with QD both in CC and CSC was considered. The problem statement is to examine about partial and fully composite, moment capacity, deflection and ductility properties of CSC used SCS form of construction. Core concrete strength and the j-hook shear studs used are influences the moment carrying capacity of the SCS beams. Use of QD in its place of RS enhances the strength of concrete produced. Deflections predicted theoretically were compared with experimental results. The SCS beams showed good ductility behavior.


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