Influence of construction method on the load bearing capacity of skew masonry arches

Tamás Forgács, Vasilis Sarhosis, K. Bagi

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

This paper investigates the influence of construction method (e.g. false skew, helicoidal and logarithmic method) on the mechanical behaviour and load carrying capacity of single span skew masonry arches. Simulations were performed with the three dimensional computational software, based on the Discrete Element Method of analysis. Each stone/brick of the masonry skew arch was represented by a distinct block. Mortar joints were modelled as zero thickness interfaces which can open and close depending on the magnitude and direction of the stresses applied to them. The variables investigated were the construction method, the angle of skew, the size of masonry blocks and the critical location of the live load along the span of the arch. At each skew arch, a full width vertical line load was applied incrementally until collapse. From the results analysis, it was found that for a skew masonry arch constructed using the false skew method, as the angle of skew increase, sliding between voussoirs in the arch increases and failure load decreases. However, for skew masonry arches constructed using the helicoidal and logarithmic method, as the angle of skew increases, the failure load increases. Three different characteristic failure modes were identified depending on the contact friction angle and the method of construction. These observations provide new insight into the behaviour and lead to suggestions for understanding the load carrying capacity and failure mode of skew arches.

Original languageEnglish
Pages (from-to)612-627
Number of pages16
JournalEngineering Structures
Volume168
DOIs
Publication statusPublished - Aug 1 2018

Fingerprint

Arches
Bearing capacity
Loads (forces)
Load limits
Failure modes
Brick
Mortar
Finite difference method
Friction

Keywords

  • Arch
  • Cracking
  • Discrete element method
  • In-plane loading
  • Masonry
  • Numerical modelling

ASJC Scopus subject areas

  • Civil and Structural Engineering

Cite this

Influence of construction method on the load bearing capacity of skew masonry arches. / Forgács, Tamás; Sarhosis, Vasilis; Bagi, K.

In: Engineering Structures, Vol. 168, 01.08.2018, p. 612-627.

Research output: Contribution to journalArticle

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