Pages that link to "Item:Q2049635"
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The following pages link to An efficient isogeometric beam formulation for analysis of 2D non-prismatic beams (Q2049635):
Displaying 8 items.
- Efficient isogeometric formulation for vibration analysis of complex spatial beam structures (Q1658854) (← links)
- Non-prismatic Timoshenko-like beam model: numerical solution via isogeometric collocation (Q1663811) (← links)
- Stress analysis of generally asymmetric non-prismatic beams subject to arbitrary loads (Q1982289) (← links)
- An efficient procedure to find shape functions and stiffness matrices of nonprismatic Euler-Bernoulli and Timoshenko beam elements (Q2034354) (← links)
- Static analysis of planar arbitrarily curved microbeams with the modified couple stress theory and Euler-Bernoulli beam model (Q2110779) (← links)
- Isogeometric analysis of composite beams with arbitrary cross-section using dimensional reduction method (Q2309778) (← links)
- Isogeometric gradient‐free proportional topology optimization (<scp>IGA‐PTO</scp>) for compliance problem (Q6082593) (← links)
- Synchronous consistent integration for superconvergent isogeometric analysis of structural vibrations (Q6643557) (← links)