提出了一种将结构加筋布局优化和结构参数优化相结合的优化方法。该方法先对结构中的加强筋进行布局优化,然后再优化结构参数。在加筋布局优化中,用单元应变能密度灵敏度作为删除单元的准则。在参数优化中,目标函数和约束函数被近似地...提出了一种将结构加筋布局优化和结构参数优化相结合的优化方法。该方法先对结构中的加强筋进行布局优化,然后再优化结构参数。在加筋布局优化中,用单元应变能密度灵敏度作为删除单元的准则。在参数优化中,目标函数和约束函数被近似地表示为二阶表达式,并用改进的DFP(Davidon,Fletcher and Powell)方法来求优化解。为了降低计算复杂度,采用组合近似(CA)方法对修改后的结构位移和应力进行重分析,并应用该方法对储水箱结构进行了结构优化设计。数值结果表明,该方法处理板壳加筋结构优化问题十分有效,而且容易在计算机上实现。展开更多
In this paper, the stability of a concave spherical stem bulkhead under the pumping load when still lying at the slipway is analyzed. The stability of the spherical stem bulkhead with different shell thickness and rei...In this paper, the stability of a concave spherical stem bulkhead under the pumping load when still lying at the slipway is analyzed. The stability of the spherical stem bulkhead with different shell thickness and reinforcing forms is discussed. According to the results of stability analysis, the optimization design of the spherical stem bulkhead stability is performed. On the basis of considering the machining technical requirements of the bulkhead, a rational design of the spherical stem bulkhead structure is obtained. This paper has a certain value to the design of submarine's spherical stem bulkhead.展开更多
Optimization of design features of reinforced sheet is investigated. Initially, equations governing composite structures are extracted based on Kirchhoff sheet model under bending using Hamilton's principal. Then,...Optimization of design features of reinforced sheet is investigated. Initially, equations governing composite structures are extracted based on Kirchhoff sheet model under bending using Hamilton's principal. Then, design parameters for the composite structure are extracted with simple supportive boundary conditions from proposed solution. Next, optimization is achieved by determining dimensions of a reinforced sheet specimen. Weight optimization of reinforced sheet structure has been obtained based on variations in thickness and number of longitudinal and transverse reinforcements. Buckling static characteristic is utilized in optimization process. To solve the extracted equations, semi-analytical method of CS-DSG3 has been applied. Results are presented in graphs that show variation of design parameters by changing the geometric parameters. ABAQUS software has been used for design verification. The results show that an increase in thickness of 3 mm skip value tends to be zero. Also, there is a change in the amount of deflection for sheets with a minimum thickness of 3 mm by increasing the number of longitudinal and transverse reinforcement. There is a good agreement between the numerical method of finite elements and the method X-FEM-DSG3.展开更多
文摘提出了一种将结构加筋布局优化和结构参数优化相结合的优化方法。该方法先对结构中的加强筋进行布局优化,然后再优化结构参数。在加筋布局优化中,用单元应变能密度灵敏度作为删除单元的准则。在参数优化中,目标函数和约束函数被近似地表示为二阶表达式,并用改进的DFP(Davidon,Fletcher and Powell)方法来求优化解。为了降低计算复杂度,采用组合近似(CA)方法对修改后的结构位移和应力进行重分析,并应用该方法对储水箱结构进行了结构优化设计。数值结果表明,该方法处理板壳加筋结构优化问题十分有效,而且容易在计算机上实现。
文摘In this paper, the stability of a concave spherical stem bulkhead under the pumping load when still lying at the slipway is analyzed. The stability of the spherical stem bulkhead with different shell thickness and reinforcing forms is discussed. According to the results of stability analysis, the optimization design of the spherical stem bulkhead stability is performed. On the basis of considering the machining technical requirements of the bulkhead, a rational design of the spherical stem bulkhead structure is obtained. This paper has a certain value to the design of submarine's spherical stem bulkhead.
文摘Optimization of design features of reinforced sheet is investigated. Initially, equations governing composite structures are extracted based on Kirchhoff sheet model under bending using Hamilton's principal. Then, design parameters for the composite structure are extracted with simple supportive boundary conditions from proposed solution. Next, optimization is achieved by determining dimensions of a reinforced sheet specimen. Weight optimization of reinforced sheet structure has been obtained based on variations in thickness and number of longitudinal and transverse reinforcements. Buckling static characteristic is utilized in optimization process. To solve the extracted equations, semi-analytical method of CS-DSG3 has been applied. Results are presented in graphs that show variation of design parameters by changing the geometric parameters. ABAQUS software has been used for design verification. The results show that an increase in thickness of 3 mm skip value tends to be zero. Also, there is a change in the amount of deflection for sheets with a minimum thickness of 3 mm by increasing the number of longitudinal and transverse reinforcement. There is a good agreement between the numerical method of finite elements and the method X-FEM-DSG3.
