Shear beam loads and cantilever beam-columns

Sine Leergaard Wiggers*, Pauli Pedersen

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingBook chapterEducationpeer-review

Abstract

A basic problem with external beam shear Q load at a given position has close similarities to the case of external moments in this chapter, but the involved Berry functions (now with bar notation) are more complicated. In addition to rotational spring supports at the beam-column ends, translational spring support is included at the right beam end. Results for cantilever beam-columns are then available, then with a number of parameters: load(s) position η, rotational spring stiffnesses S0, S1 (dimensionless s0, s1), and translational spring stiffness K (dimensionless k).

Original languageEnglish
Title of host publicationSpringer Tracts in Mechanical Engineering
EditorsSine Leergaard Wiggers, Pauli Pedersen
PublisherSpringer
Publication date1. Jan 2018
Pages33-39
ISBN (Print)9783319727202
ISBN (Electronic)9783319727219
DOIs
Publication statusPublished - 1. Jan 2018
SeriesSpringer Tracts in Mechanical Engineering
Number9783319727202
ISSN2195-9862

Fingerprint

Dive into the research topics of 'Shear beam loads and cantilever beam-columns'. Together they form a unique fingerprint.

Cite this