Preprint Article Version 1 This version is not peer-reviewed

Experimental Investigation of the Behaviour of Self-Form Segmental Concrete Masonry Arches

Version 1 : Received: 12 June 2019 / Approved: 17 June 2019 / Online: 17 June 2019 (10:09:48 CEST)

A peer-reviewed article of this Preprint also exists.

Abdulhameed, A.A.; Said, A.I. Experimental Investigation of the Behavior of Self-Form Segmental Concrete Masonry Arches. Fibers 2019, 7, 58. Abdulhameed, A.A.; Said, A.I. Experimental Investigation of the Behavior of Self-Form Segmental Concrete Masonry Arches. Fibers 2019, 7, 58.

Journal reference: Fibers 2019, 7, 58
DOI: 10.3390/fib7070058

Abstract

This research aims to introduce a new technique, off-site and self-form segmental concrete masonry arches fabrication, without the need of construction formwork or centering. The innovative construction method in the current study encompasses two construction materials forms the self-form masonry arches, wedge-shape plain concrete voussoirs, and Carbon Fibers Reinforced Polymers (CFRP) composites. The employment of CFRP fabrics was for two main reasons; bond the voussoirs and forming the masonry arches. However, CFRP proved to be efficient for strengthening the extrados of the arch rings under service loadings. An experimental test conducted on four sophisticated masonry arch specimens. Research parameters were using thicker keystone as well as the partial strengthening of the self-form arch ring at the intrados. Major test finding was the use of thicker Keystone, alter the behavior of the self-form arch, considerably increased the load carrying capacity by 79%. Partial strengthening of the intrados with CFRP fabrics of typical arch ring Keystone resulted considerable increased the debonding load of fabrication CFRP sheets by 81%, increase the localized crushing load by 13%, and considerably increase voussoir sliding load by 107%.

Subject Areas

Masonry arches bridges; Self-form segmental arches technique; CFRP; Strengthening

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