Optimal area variation for maximum stiffness isostatic beams under parametric linear distributed loads-Reference-Cited by-同舟云学术

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Optimal area variation for maximum stiffness isostatic beams under parametric linear distributed loads

Published:2021-01 Issue: Volume:111 Page:103659
ISSN:0093-6413
Container-title:Mechanics Research Communications
language:en
Short-container-title:Mechanics Research Communications

Author:

Abdalla Hassan Mohamed Abdelalim,Casagrande Daniele

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference31 articles.

1. Isogeometric analysis of 3d straight beam-type structures by carrera unified formulation;Yan;Appl. Math. Model.,2020

2. Bending of beams with bisymmetrical cross sections under non-uniformly distributed load: analytical and numerical-FEM studies;Magnucki;Arch. Appl. Mech.,2019

3. A paradox in curved beams;Strozzi;Proc. IMechC,2019

4. A unified relaxed approach easing the practical application of a paradox in curved beams;Abdalla;Proc. IMechE Part C,2020

5. The discussion on optimization models of pure bending beam;Qiao;Int. J. Adv. Struct. Eng.,2013

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Optimal Uniform Strength Design of Frame and Lattice Structures;Computers & Structures;2024-09

2. Shape optimization of 2D beam-structures to obtain the uniform strength;IOP Conference Series: Materials Science and Engineering;2023-02-01

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