Zobrazeno 1 - 10
of 810
pro vyhledávání: '"effective width"'
Publikováno v:
Results in Engineering, Vol 23, Iss , Pp 102716- (2024)
To study the buckling behavior and the design method of the load-carrying capacity of cold-formed thin-walled lipped angle, axial compression tests were carried out on 32 lipped angle columns with different sections and slenderness ratios which were
Externí odkaz:
https://doaj.org/article/c9f74d5de5904ecea83879c5596edf3d
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
Publikováno v:
BioResources, Vol 19, Iss 1, Pp 1558-1570 (2024)
The existing research primarily focuses on wood-concrete composite beams, with limited studies on the bending performance and effective width of wood-concrete composite slabs. A full-scale composite slab with screw connections was constructed and sub
Externí odkaz:
https://doaj.org/article/388af372d18145c0b0645ec84e3c9948
Publikováno v:
Mathematics, Vol 12, Iss 21, p 3391 (2024)
IOTA is an emerging decentralized computing paradigm for developing blockchain-based Internet of Things (IoT) applications. It has the advantages of zero transaction fees, incremental scalability, and high-performance transaction rates. Despite its w
Externí odkaz:
https://doaj.org/article/fb4ff9ea20f64bd79aac6704e830bd92
Publikováno v:
Buildings, Vol 14, Iss 10, p 3132 (2024)
An experimental study of cold-formed thin-walled steel unequal-leg angles (CFTWS-ULAs) under axially oriented pressure is presented in this paper. Firstly, the initial imperfections and material properties of the angle specimens were measured in deta
Externí odkaz:
https://doaj.org/article/74f83e6ca48b48ef9cdd2821d34840c8
Publikováno v:
Nordic Concrete Research, Vol 68, Iss 1, Pp 64-85 (2023)
The effective width is a relevant parameter for the design of bridge overhang slabs under concentrated loads. Experimental tests have been used to assess expressions for its calculation. However, the load capacity increases with the width until a tra
Externí odkaz:
https://doaj.org/article/e7f66dc0b42f46869719f23776ef39ed
Publikováno v:
Journal of Engineering Research - Egypt, Vol 7, Iss Issue 2, Pp 183-194 (2023)
Most international codes of practice didn't consider the flange contribution of reinforced concrete T-beams in shear strength. In inverted T-beams loaded on the web, if the flange area is considered in shear strength, the results may be overestimated
Externí odkaz:
https://doaj.org/article/3865497ca8b44398a9b0e9b3758c1520
Publikováno v:
مهندسی عمران شریف, Vol 38.2, Iss 4.2, Pp 63-71 (2023)
Effective width is known as an important parameter in the analysis and design of non-rectangular Reinforced Concrete (RC) shear walls. Current design codes, i.e., ACI, CEN, UBC, and BS, propose a constant value for the effective width calculation of
Externí odkaz:
https://doaj.org/article/4088c766613b40b8be9426a4e2a2670e
Publikováno v:
International Journal of Applied Mechanics and Engineering, Vol 27, Iss 4, Pp 52-65 (2022)
There are no standard dimensions or shapes for cold-formed sections (CFS), making it difficult for a designer to choose the optimal section dimensions in order to obtain the most cost-effective section. A great number of researchers have utilized var
Externí odkaz:
https://doaj.org/article/261c0ddb765d48cfb91af2a32e221d6f
Autor:
Francesca Pancella, Angelo Luongo
Publikováno v:
Applied Sciences, Vol 14, Iss 7, p 2848 (2024)
A new method for evaluating the effective flange width of simply supported rectangular box-girders in bending is illustrated. It aims to overcome the lack in the literature of a general method able to supply the effective flange width for a general d
Externí odkaz:
https://doaj.org/article/69fd509f5be94543a3aa36b3e02716d8