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ShK is well characterised in terms of structure and binding, offering an attractive target for the design of structural and functional mimetics.
Bending behaviour of one-dimensional structures is an important consideration in the design of structural components.
The proposed method offers high controllability and flexibility in the design of structural sizes, leading to further development toward nanoshell-based 3D structures for various applications including energy devices and sensors.
More recently, Yu et al. [8] consider the design of structural dictionaries.
For the design of structural concrete members, these design equations lead to excessive material usage and corresponding construction costs.
It is concluded that multicriteria reliability-based optimization has substantial potential for application in optimal design of structural systems.
This process has high flexibility in the design of structural sizes by changing the relief pattern because the intensity distribution depends strongly on its design.
Therefore, the non-linear behaviour of material has to be taken into account in fracture mechanics-based safety design of structural members composed by functionally graded materials.
As this paper has pointed out, this may become a critical feature in the design of structural transformation policies to overcome widespread rural poverty in many LAC economies.
Design of structural members in PBPD method depends on the type of intended yield mechanism (Applied Technology Council 2005; Abdollahzadeh and Banihashemi 2013).
Therefore, the material non-linearity has to be considered in fracture mechanics-based safety design of structural members composed by functionally graded materials.
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