Pages that link to "Item:Q2037498"

The following pages link to On the geometrically exact formulations of finite deformable isogeometric beams (Q2037498):

Displaying 18 items.

• A new methodology to obtain the exact solutions of isotropic plane beam subjected to arbitrary loads (Q366542) (← links)
• Single-variable formulations and isogeometric discretizations for shear deformable beams (Q1798017) (← links)
• An efficient isogeometric beam formulation for analysis of 2D non-prismatic beams (Q2049635) (← links)
• Geometrically exact static isogeometric analysis of an arbitrarily curved spatial Bernoulli-Euler beam (Q2072708) (← links)
• Multiscale modelling and material design of woven textiles using Gaussian processes (Q2115411) (← links)
• Beam formulation and FE framework for architected structures under finite deformations (Q2168423) (← links)
• Isogeometric configuration design sensitivity analysis of geometrically exact shear-deformable beam structures (Q2173582) (← links)
• Effects of parameterization and knot placement techniques on primal and mixed isogeometric collocation formulations of spatial shear-deformable beams with varying curvature and torsion (Q2214434) (← links)
• Poisson bracket formulation of a higher-order, geometrically-exact beam (Q2225274) (← links)
• An isogeometric finite element formulation for geometrically exact Timoshenko beams with extensible directors (Q2237716) (← links)
• A non-linear symmetric \(\mathrm{G}^1\)-conforming Bézier finite element formulation for the analysis of Kirchhoff beam assemblies (Q2246414) (← links)
• Extension of Castigliano's method for isotropic beams (Q2661103) (← links)
• Unified static equilibrium modeling and analysis of elastic rods with large deformations for complex constraints (Q2672907) (← links)
• An improved isogeometric collocation formulation for spatial multi-patch shear-deformable beams with arbitrary initial curvature (Q2679478) (← links)
• Geometrically exact isogeometric Bernoulli-Euler beam based on the Frenet-Serret frame (Q2683427) (← links)
• Equivalently analytical solution for the large deformation of slender beams under follower loads: a second-order ANCF approach (Q6048925) (← links)
• A numerical scheme for geometrically exact flexoelectric microbeams using the weak form quadrature element method (Q6490813) (← links)
• Nonlinear response modelling of material systems using constrained Gaussian processes (Q6592364) (← links)