Results 31 to 40 of about 749,971 (303)
Adhesion of individually formed fiber post adhesively luted with flowable short fiber composite
This laboratory study aimed to measure the push-out bond strength of individually formed fiber-reinforced composite (FRC) post luted with flowable short fiber-reinforced composite (SFRC) and to evaluate the influence of post coating with light-cured ...
Anton O. Suni +4 more
doaj +1 more source
Push-out tests: connections by adherence in the context of latticed joist slabs
Composite structures and precast solutions stand out because they lead to simple, fast erected and economic constructions. In steel-concrete composite construction, shear connectors are used to assure the shear transfer between the steel profile and the ...
Lisarb Henneh Brasil +3 more
doaj +1 more source
Introduction: We aimed to assess the push‐out bond strength of BIO-C REPAIR (a ready-to-use bioceramic material), and compare it with the mineral trioxide aggregate (MTA) and аmаlgаm. Methods: A total of 30 single-rooted, straight human maxillary central
Fatimah R Hammadi, Zainab M Abdul-Ameer
doaj +1 more source
Experimental performance of CA-50 steel shear connectors for composite structures in steel profiles and reinforced concrete [PDF]
Shear connectors are essential elements in composite structures of steel and concrete as they ensure the interaction between materials and the transfer of forces.
Vanessa Carolaine de Sousa +2 more
doaj +1 more source
Analysis of Bond Behavior of FRP-Confined Concrete Piles Based on Push-Out Test
Due to the significant differences in the properties (e.g., anisotropy, elasticity modulus, and surface roughness) of fibre-reinforced polymer (FRP) and traditional pile materials, research on bond behavior between FRP tube and concrete should be ...
Zheng-zhen Wang +3 more
doaj +1 more source
Modeling of the Steel-Concrete Push-Out Test
In steel-concrete composite structures, the behavior of the shear connections is of great importance. This behavior is generally characterized by the load-slip curve obtained from experimental push-out tests, however these tests are expensive and time-consuming. In this study, a numerical model is developed to represent the behavior of a push-out test.
Bouchair, A. +3 more
openaire +1 more source
Influence of infected root dentin on the bond strength of a self-adhesive resin cement
Aim: The aim of this study was to determine the bond strength (BS) of a self-adhesive resin cement to the contaminated root dentin. Materials and Methods: The crown and apical third of twenty single-rooted teeth were removed.
Débora Delai +6 more
doaj +1 more source
Study on the Bond‐Slip Performance of CFSSTs Based on Push‐Out Tests [PDF]
To study the interfacial bond‐slip performance of concrete‐filled square steel tubes (CFSSTs), taking the core concrete strength, slenderness ratio, and width‐to‐thickness ratio as the influencing factors; 9 specimens were designed with 3 factors and 3 levels for the orthogonal test method.
Lai Wang +6 more
openaire +2 more sources
Design, Analysis and Experiment of the Fiber Push-Out Device Based on Piezoelectric Actuator
In this study, a fiber push-out device based on a piezoelectric actuator was designed, analyzed and tested, and its experimental environment was designed. The piezoelectric actuator includes a flexible beam.
Mengxin Sun +4 more
doaj +1 more source
Model of push-out test specimen (a) A quarter of push-out test specimen & (b) Full view of push-out test specimen.
M. M. Tahir (2901188) +4 more
core +1 more source

