Results 21 to 30 of about 2,672,033 (311)

Punching shear analysis of slab‐column connections [PDF]

open access: yesEngineering Computations, 2013
Purpose – The paper aims to present an experimental testing program regarding reinforced concrete slabs, with and without shear reinforcement, submitted to punching under both symmetric and eccentric loading. Comparisons between numerical simulations and experimental behaviour results are carried on.
Moreno, Carlos, Sarmento, Ana Maria
openaire   +3 more sources

Shear resistance of longitudinal shear connection with groups of headed studs [PDF]

open access: yesIstrazivanja i projektovanja za privredu, 2016
The frequently applied solution for shear connection in steel and concrete precast composite struc- tures is the discontinuous shear connection with a headed stud in group arrangement. Application of shear connection with headed studs in group arrangement and calculation of shear resistance for studs group in typical precast composite floor beam is ...
Spremić, Milan   +3 more
openaire   +2 more sources

Punching Shear Behavior of Shear Reinforced Slab–Column Connection with Varying Flexural Reinforcement

open access: yesInternational Journal of Concrete Structures and Materials, 2019
The effects of flexural reinforcement and shear reinforcement on the punching shear strength of slab–column connections are analyzed in this study. For the study, six slab–column connection specimens were constructed with varying flexural reinforcement ...
Jae-Ick Jang, Su-Min Kang
doaj   +1 more source

A Review on Behavior and Fatigue Performance of Orthotropic Steel–UHPC Composite Deck

open access: yesBuildings, 2023
Although orthotropic steel decks (OSDs) have been widely used in the construction of long-span bridges, there are frequently reported fatigue cracks after years of operation, and the bridge deck overlay also presents severe damage due to OSD crack ...
Zhiwen Zhu, Ruixu Zhu, Ze Xiang
doaj   +1 more source

Bearing Behavior of Cold-Formed Thick-Walled Steel Plates with a Single Bolt

open access: yesApplied Sciences, 2023
This paper presents the results of an experimental and analytical study on the behavior of cold-formed thick-walled steel plates connected by a single bolt under double shear.
Lingling Wang, Xin Zhu
doaj   +1 more source

The evolution of the shape of composite dowels

open access: yesStudia Geotechnica et Mechanica, 2022
Composite dowels have opened new possibilities for engineers designing composite structures. The fundamental and most important characteristic of composite dowels is the shape of the cutting line.
Lorenc Wojciech   +2 more
doaj   +1 more source

Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors

open access: yesЖелезобетонные конструкции
Existing composite floor design approaches require technical data on strength and ductility of shear connectors, which can be defined only by shear tests.
G. P. Tonkih, D. A. Chesnokov
doaj   +1 more source

Seismic Performance of a New Slurry-Anchored Connected Precast Concrete Shear Walls with Vertical Reinforcement

open access: yesGeofluids, 2022
The effectiveness of joint connection mode of PC shear wall structure directly determines the integrity and seismic performance of the structure. In this paper, a new type of grout-anchor connection of PC shear wall with closed stirrup constraint is ...
Yuqi Liu, Quandong Xiao, Xingwen Yin
doaj   +1 more source

Strut-and-Tie Model and Numerical Simulation of Sleeve Grouting Connection for Concrete-Filled Steel Tube Column

open access: yesJournal of Marine Science and Engineering, 2022
To study the performance and failure mechanisms of concrete-filled steel tube (CFST) column sleeve grouting connections, theoretical analysis and finite element simulation were performed for the structure in the connection.
Wenpeng Che   +3 more
doaj   +1 more source

Experimental and Theoretical Study on the Interface Mechanical Performance of Aluminum–Timber Composite Connections

open access: yesBuildings
The interface mechanical performance between aluminum alloy and timber is the key to ensure that the two work together. In this study, 11 group connection performance tests were carried out to investigate the influence of connection type (shear bolt ...
Tengteng Zheng, Caiqi Zhao, Yikang Zhang
doaj   +1 more source

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