Published 2018 | Version v1
Book

A novel one-sided push-out test for shear connectors in composite beams

Description

Push-out tests (POTs) have been widely exploited as an alternative to the more expensive full-scale bending tests to characterize the behaviour of shear connections in steel-concrete composite beams. In these tests, two concrete slabs are typically attached to a steel section with the connectors under investigation, which are then subjected to direct shear. The results allow quantifying the relationship between applied load and displacements at the steel-concrete interface. Since this relationship is highly influenced by the boundary conditions of POT samples, different experimental setups have been used, where the slabs are either restricted or free to slide horizontally, as researchers have tried to reduce any discrepancy between POT and full-scale composite beam testing. Based on a critical review of various POT configurations presented in the dedicated literature, this paper presents an efficient one-sided (OSPOT) method. While OSPOT and POT specimens are similar, in the proposed OPSPOT setup only one of the two slabs is directly loaded in each test, and the slab is free to move vertically. Thus, two results can be obtained from one specimen, i.e. one from each slab. A series of POTs and OSPOTs have been conducted to investigate the behaviour and the shear resistance of headed stud connectors through the two methods of testing. The results of this study than were compared with those of different POTs setups conducted by other researchers. The new OSPOT results show in general an excellent agreement with the analytical predictions offered by both British and European standards, as well as the estimated shear resistance proposed other researchers in the literature.These findings suggest that the proposed one-sided setup could be used as an efficient and economical option for conducting the POT, as it has the potential not only to double the number of results, but also to simplify the fabrication of the samples, which is important in any large experimental campaign, and to allow testing with limited capacity of the actuator. (Author)

Part of:
12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018)

Additional details

Publishing Information

Publisher
Editorial Universitat Politecnica de Valencia
Imprint Place
Valencia (Spain)
Imprint Title
12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018). Proceedings
Imprint Pagination
948 p.
Journal Page Range
8 p.

Conference

Title
12. International Conference on Advances in Steel-Concrete Composite Structures
Acronym
ASCCS 2018
Dates
27-29 Jun 2018
Place
Valencia (Spain)

INIS

Country of Publication
Spain
Country of Input or Organization
Spain
INIS RN
50010802
Subject category
S42: ENGINEERING;
Resource subtype / Literary indicator
Conference
Descriptors DEI
COMPOSITE MATERIALS; CONSTRUCTION; ENGINEERING; SHEAR
Descriptors DEC
MATERIALS

Optional Information