A simple analytical study of masonry viaducts

Author: Bill Harvey and Edward Maunder

Date published

1 June 2022

Price

Standard: £10 + VAT
Members/Subscribers: Free

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A simple analytical study of masonry viaducts

Tag
Author
Bill Harvey and Edward Maunder
Date published
1 June 2022
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Bill Harvey and Edward Maunder

Citation

The Structural Engineer, Volume 100, Issue 6, 2022, Page(s) 16-19

Date published

1 June 2022

Author

Bill Harvey and Edward Maunder

Citation

The Structural Engineer, Volume 100, Issue 6, 2022, Page(s) 16-19

Price

Standard: £10 + VAT
Members/Subscribers: Free

This article proposes a new, simplified model of behaviour for masonry viaducts, discussing its limitations and implications for understanding the sources of observed damage.

Synopsis

A new, simplified model of behaviour for masonry viaducts is proposed in this article. It recognises that the structural material at the head of a column, comprised of the arch and its backing, forms a very stiff component of the viaduct. The influence of this stiffness is demonstrated qualitatively through the use of two-dimensional, linear elastic finite element models. The implications from such analyses are considered in the context of explaining the reasons behind common forms of damage.

Additional information

Format:
PDF
Pages:
16-19
Publisher:
Institution of Structural Engineers

Tags

Masonry Bridge Assessment of Structures Arch Technical Issue 6

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