An eﬃcient explicit framework for determining the lowest structural buckling load using Dynamic Relaxation method-Reference-Cited by-同舟云学术

An eﬃcient explicit framework for determining the lowest structural buckling load using Dynamic Relaxation method

Published:2016-09-30 Issue:4 Volume:45 Page:451-462
ISSN:1539-7734
Container-title:Mechanics Based Design of Structures and Machines
language:en
Short-container-title:Mechanics Based Design of Structures and Machines

Author:

Alamatian Javad¹,Hosseini-Nejad Goshik Mohammad¹

Affiliation:

1. Civil Engineering Department, Mashhad Branch, Islamic Azad University, Mashhad, Iran

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Condensed Matter Physics,Aerospace Engineering,Automotive Engineering,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15397734.2016.1238765

Reference17 articles.

1. A new formulation for fictitious mass of the Dynamic Relaxation method with kinetic damping

2. Displacement-based methods for calculating the buckling load and tracing the post-buckling regions with Dynamic Relaxation method

3. New implicit higher order time integration for dynamic analysis

4. Elastic stability and buckling loads of three dimensional nonuniform framed systems by finite element method using spatial line elements

5. A new fictitious time for the dynamic relaxation (DXDR) method

Cited by 8 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. Explicit eigenanalysis in structural dynamics using viscous dynamic relaxation method;The European Physical Journal Plus;2022-10-07

2. A new formulation for kinetic dynamic relaxation method based on the Lagrangian interpolation;Mechanics Based Design of Structures and Machines;2021-08-01

3. Improving the convergence rate of kinetic dynamic relaxation method with new R-point;Engineering with Computers;2021-05-15

4. Postbuckling analysis of axially loaded nanoscaled shells embedded in elastic foundations based on Ru's surface elasticity theory;Mechanics Based Design of Structures and Machines;2019-09-18

5. Probabilistic assessment on buckling behavior of sandwich panel: - A radial basis function approach;STRUCT ENG MECH;2019