Unified three-dimensional finite elements for large strain analysis of compressible and nearly incompressible solids [0.03%]
大应变下的压缩和近不可压缩固体的一致的三维有限元分析
A Pagani,P Chiaia,M Filippi et al.
A Pagani et al.
This work proposes a displacement-based finite element model for large strain analysis of isotropic compressible and nearly-incompressible hyperelastic materials. Constitutive law is written in terms of invariants of the right Cauchy-Green ...
Concrete damage analysis based on higher-order beam theories using fracture energy regularization [0.03%]
基于损伤能量正则化的高阶梁理论混凝土损伤分析
J Shen,M R T Arruda,A Pagani
J Shen
This paper presents the numerical damage analysis of concrete structures using higher-order beam theories based on Carrera Unified Formulation (CUF). The concrete constitutive relation is modeled using continuum damage mechanics based on a ...
Unified one-dimensional finite element for the analysis of hyperelastic soft materials and structures [0.03%]
用于超弹性软材料和结构分析的一维统一有限元
A Pagani,E Carrera
A Pagani
Based on the Carrera unified formulation (CUF) and first-invariant hyperelasticity, this work proposes a displacement-based high order one-dimensional (1 D) finite element model for the geometrical and physical nonlinear analysis of isotrop...
Large Amplitude Free and Forced Oscillations of Functionally Graded Beams [0.03%]
功能梯度梁的大振幅自由振动和受迫振动
Hosseini, Seyedeh Marzieh; Mareishi, S.; Kalhori et al.
Hosseini et al.
Rezaiee-Pajand, M.; Rezaee, H.
Rezaiee-Pajand
An Analytical Solution for an Asymmetrical Structure Vibration Model Containing Elastic Connections [0.03%]
含弹性连接的非对称结构振动模型的解析解
Lin, Shueei-Muh; Lee, Kun-Wei; Hsiao et al.
Lin et al.
Energy Derivation and Extension-Flapwise Bending Vibration Analysis of a Rotating Piezolaminated Composite Timoshenko Beam [0.03%]
旋转压电叠层复合材料铁摩辛柯梁的能量推导和扩展片状弯曲振动分析
Ozdemir, Ozge; Kaya, Metin O.
Ozdemir
Surface wave propagation in sandy layer overlying a liquid saturated porous half-space and lying under a uniform liquid layer [0.03%]
饱和液体多孔半空间上方和均匀液体层下方砂层中的表面波传播
Pal, P. C.; Kumar, S.; Mandal et al.
Pal et al.