Axially functionally graded design methods for beams and their superior characteristics in passive thermal buckling suppressions

2021 ◽  
Vol 257 ◽  
pp. 113390
Author(s):  
Zhenyu Li ◽  
Zhiguang Song ◽  
Wei Yuan ◽  
Xiao He
Keyword(s):  
Thermal Buckling ◽  
Design Methods ◽  
Functionally Graded

A novel and simple HSDT for thermal buckling response of functionally graded sandwich plates

2017 ◽  
Vol 62 (4) ◽  
pp. 401-415
Author(s):  
Bouchra Elmossouess ◽  
Said Kebdani ◽  
Mohamed Bachir Bouiadjra ◽  
Abdelouahed Tounsi
Keyword(s):  
Thermal Buckling ◽  
Functionally Graded ◽  
Sandwich Plates

Thermal Buckling and Postbuckling Analysis of Functionally Graded Concrete Slabs with Initial Imperfections

2018 ◽  
Vol 18 (11) ◽  
pp. 1850142 ◽  
Author(s):  
Huanqing Zhang ◽  
Zheng Zhang ◽  
Helong Wu ◽  
Sritawat Kitipornchai ◽  
Guozhong Chai ◽  
...  
Keyword(s):  
Volume Fraction ◽  
Concrete Slab ◽  
Slenderness Ratio ◽  
Initial Imperfection ◽  
Thermal Buckling ◽  
Functionally Graded ◽  
Fiber Reinforced Concrete ◽  
Fe Model ◽  
Concrete Layer ◽  
Thick Layers

This paper proposes a novel functionally graded (FG) concrete slab and investigates its thermal buckling and postbuckling performance using the finite-element (FE) method. The concrete slab consists of three homogeneous thick layers — a fiber-reinforced concrete layer, a geopolymer concrete layer, and a plain Portland cement (PPC) layer — with a thin FG layer between the thick layers. The mechanical properties of the thin FG layers are exponentially graded across the thickness direction. The effects of initial imperfection, the self-weight of the slab, and the friction between the slab and rigid foundation are considered in the analysis. The FE model is validated against the results reported in the literature. A comprehensive parametric study is conducted to examine the effects of the thickness and volume fraction index of the FG layer, initial imperfection, self-weight, friction, and slab slenderness ratio on the thermal buckling and postbuckling behaviors of the concrete slab. The numerical results demonstrate that the proposed FG slab exhibits remarkably better buckling and postbuckling resistance than a conventional PPC concrete slab and that the influences of both self-weight and friction are important and cannot be neglected.

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