Development of novel demountable shear connectors for precast steel-concrete composite bridges
General Material Designation
[Thesis]
First Statement of Responsibility
Suwaed, Ahmed
.PUBLICATION, DISTRIBUTION, ETC
Name of Publisher, Distributor, etc.
University of Warwick
Date of Publication, Distribution, etc.
2017
DISSERTATION (THESIS) NOTE
Dissertation or thesis details and type of degree
Thesis (Ph.D.)
Text preceding or following the note
2017
SUMMARY OR ABSTRACT
Text of Note
Two novel demountable shear connectors for precast steel-concrete composite bridges are presented. The connectors use high-strength steel bolts, which are fastened to the steel beam with the aid of a special locking configuration that prevents slip of bolts within their holes. Moreover, the connectors promote accelerated construction and overcome typical construction tolerances issues of precast structures. Most importantly, the connectors allow bridge disassembly, and therefore, can address different bridge deterioration scenarios with minimum disturbance to traffic flow, i.e. (1) precast deck panels can be rapidly uplifted and replaced; (2) connectors can be rapidly removed and replaced; and (3) steel beams can be replaced, while precast decks and shear connectors can be reused. A series of push-out tests and a beam test were conducted to assess the behavior of the connectors and quantify the effect of important parameters. The experimental results showed that shear resistance and slip capacity can reach 2.5 and 2.7 times respectively of those of welded shear studs along with superior stiffness and strength against slab uplift. Additionally, shear stiffness of M16 mm LNSC was equal to that of M19 mm welded studs. Identical tests reveal negligible scatter in the shear load - slip displacement behavior. Design equations are proposed to predict the shear resistance with minimum deviations.
TOPICAL NAME USED AS SUBJECT
TA Engineering (General). Civil engineering (General)