An actual design of lightâ€weight structures must evaluate strength, stiffness and stability constraints as well as the nature of external loading. A designed structure must satisfy optimality and safety criterions per prescribed maintenance period. One faces the known difficulties when trying to implement several from the aboveâ€mentioned requirements into optimization problem for further successful numerical realisation. A method to formulate the optimization problem, incorporating all above described criterions, the mathematical model and algorithm to solve it numerically, taking into account the stochastic nature of external loading, are presented for elasticâ€plastic trussâ€type structure. First Published Online: 14 Oct 201
The aim of the article is to present a developed algorithm of a stepped structural optimization meth...
In this paper, a method for the design optimization of elasto-plastic truss structures is proposed b...
A cross-section of a girder made out of profile I is designed with respect to random loads, to which...
An actual design of light‐weight structures must evaluate strength, stiffness and stability constrai...
An actual structural design, especially that of lightweight structures, must evaluate strength, stif...
An actual structural design, especially that of lightweight structures, must evaluate strength, stif...
The main goal of the structural optimization is to minimize the weight of structures while satisfyin...
This paper deals with the consideration of loading uncertainties in topology optimization via a fund...
International audienceThis paper deals with the reliability based geometry and topology optimization...
In today’s extremely developing and competitive world exploiting from a limited amount of available ...
The aim of the article is to present a developed algorithm of a stepped structural optimization meth...
Structural optimization is an important area related to both optimization and structural engineering...
This paper uses a simple three-bar truss problem as a vehicle to investigate the qualities of the op...
This paper presents an original stochastic method of optimization (PGSL) for optimum design of truss...
Abst rac t A new formulation is presented for mathematical modelling to predict he distribution of m...
The aim of the article is to present a developed algorithm of a stepped structural optimization meth...
In this paper, a method for the design optimization of elasto-plastic truss structures is proposed b...
A cross-section of a girder made out of profile I is designed with respect to random loads, to which...
An actual design of light‐weight structures must evaluate strength, stiffness and stability constrai...
An actual structural design, especially that of lightweight structures, must evaluate strength, stif...
An actual structural design, especially that of lightweight structures, must evaluate strength, stif...
The main goal of the structural optimization is to minimize the weight of structures while satisfyin...
This paper deals with the consideration of loading uncertainties in topology optimization via a fund...
International audienceThis paper deals with the reliability based geometry and topology optimization...
In today’s extremely developing and competitive world exploiting from a limited amount of available ...
The aim of the article is to present a developed algorithm of a stepped structural optimization meth...
Structural optimization is an important area related to both optimization and structural engineering...
This paper uses a simple three-bar truss problem as a vehicle to investigate the qualities of the op...
This paper presents an original stochastic method of optimization (PGSL) for optimum design of truss...
Abst rac t A new formulation is presented for mathematical modelling to predict he distribution of m...
The aim of the article is to present a developed algorithm of a stepped structural optimization meth...
In this paper, a method for the design optimization of elasto-plastic truss structures is proposed b...
A cross-section of a girder made out of profile I is designed with respect to random loads, to which...