Zobrazeno 1 - 10
of 1 483
pro vyhledávání: '"shear connectors"'
Autor:
Nguyen Thi Hai Van, Thi Hong Nguyen
Publikováno v:
Defence Technology, Vol 35, Iss , Pp 222-247 (2024)
This work uses refined first-order shear theory to analyze the free vibration and transient responses of double-curved sandwich two-layer shells made of auxetic honeycomb core and laminated three-phase polymer/GNP/fiber surface subjected to the blast
Externí odkaz:
https://doaj.org/article/7351a57ca4bf4fd0bb1fd9da025a0be9
Publikováno v:
Applied Mechanics, Vol 5, Iss 1, Pp 163-179 (2024)
Due to the shear strain in the plane of the slab, the parts of the slab remote from the steel beam lag behind the part of the slab located in its proximity. This shear lag effect causes a non-uniform stress distribution across the width of the slab.
Externí odkaz:
https://doaj.org/article/5b0ead6eb89a47fa9daa45b431ca565d
Autor:
G. P. Tonkih, D. A. Chesnokov
Publikováno v:
Железобетонные конструкции, Vol 5, Iss 1, Pp 27-44 (2024)
Existing composite floor design approaches require technical data on strength and ductility of shear connectors, which can be defined only by shear tests. The article discusses the failure modes of composite floor shear connection, made of powder-act
Externí odkaz:
https://doaj.org/article/59ab6a7df6874ff89854e9033f44e8e9
Autor:
Mostafa M. A. Mostafa
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-20 (2024)
Abstract The composite concrete-encased steel (CCES) column member is made by the steel section embedded and covered in concrete from all sides. Due to the ability of the composite sections to bear heavy loads while using smaller sections, CCES colum
Externí odkaz:
https://doaj.org/article/263c71b2ee764bc5aac414e9bd5ad599
Publikováno v:
Nuclear Engineering and Technology, Vol 56, Iss 1, Pp 78-91 (2024)
Double steel plate concrete composite shear wall (SCSW) has been widely utilized in nuclear power plants and high-rise structures, and its shear connectors have a substantial impact on the seismic performance of SCSW. Therefore, in this study, the me
Externí odkaz:
https://doaj.org/article/609e3828d0a94c1dba51aafaa178cccb
Publikováno v:
Alexandria Engineering Journal, Vol 82, Iss , Pp 298-303 (2023)
Shear connectors have been widely used in bridge and steel engineering to transfer the dynamic load effect between the neighbour elements. The shear connectors are exposed to moist air, and corrosion is unavoidable. An experimental investigation was
Externí odkaz:
https://doaj.org/article/3dd9cfe6500947dd90e2fdf2357e2e6b
Publikováno v:
Results in Engineering, Vol 21, Iss , Pp 101737- (2024)
Despite several advantages i.e. ease in fabrication and installation, economic design, higher structural performance etc., the use of angle shear connector has been limited thus far. This is because, there exists no design equation for this connector
Externí odkaz:
https://doaj.org/article/747bf91ad2ae42c5b332756e892a4b86
Autor:
Chen Guang
Publikováno v:
Applications in Engineering Science, Vol 17, Iss , Pp 100150- (2024)
The shear capacity of stud shear connectors was the main parameter affecting the mechanical performance of steel-concrete composite structures. In this paper, three artificial neural networks (ANN) were developed to evaluate the shear capacity of stu
Externí odkaz:
https://doaj.org/article/52286bd459b5427ea29bfbc6b3ef33a2
Publikováno v:
Heliyon, Vol 10, Iss 3, Pp e25119- (2024)
The current design codes i.e. AISC 360-16, CSA-S16-19, EC-04 etc. provide empirical relationships to estimate the capacity of shear connectors which were developed based on pushout tests of headed studs and channels connectors in exposed type section
Externí odkaz:
https://doaj.org/article/01b76cb4594e440bbe479b939ad28d69
Autor:
Larissa Fé Alves, Poliana de Melo Pessôa, Pedro Ignácio Lima Gadêlha Jardim, Emerson Faustino, Herisson Ferreira dos Santos, Francisco Antonio Rocco Lahr, Diego Henrique de Almeida, André Luis Christoforo
Publikováno v:
Buildings, Vol 14, Iss 7, p 2178 (2024)
Carbon fiber-reinforced polymer (CFRP) sheets have been used to reinforce cross-laminated timber (CLT)–concrete systems in recent years. The existing studies have indicated that the use of CFRP rebars as shear connectors in CLT–concrete panels ca
Externí odkaz:
https://doaj.org/article/99a4c25e9e2b4454b6f2e9055cc12f64