Results 11 to 20 of about 32,492 (266)

Design and Analysis of Power-function-sine Flexure Hinges

open access: yesJixie chuandong, 2023
In this study, a new type of power-function-sine flexure hinge is proposed. The calculation formula of compliance and rotation accuracy of the flexure hinge is derived by using Castigliano's second theorem.
Li Jiabiao   +5 more
doaj  

Flexural ductility of lightweight-aggregate concrete beams

open access: yesJournal of Civil Engineering and Management, 2016
This paper describes an experimental study on the flexural ductility of lightweight-aggregate concrete beams in­cluding concretes with compressive strengths between 22.0 and 60.4 MPa and dry densities between 1651 and 1953 kg/m3.
Luís F. A. Bernardo   +2 more
doaj   +1 more source

Experimental Investigation of Concrete Beams Reinforced With Basalt FRP Bars [PDF]

open access: yesFayoum University Journal of Engineering, 2021
Bars fabricated from basalt fiber-reinforced polymers (BFRP) are a new material used as an alternative to steel bars in reinforced concrete to overcome corrosion problems especially in harsh and aggressive environments.
Gehan Hamdy, Dalia Arafa
doaj   +1 more source

Plastic rotation capacity of lightweight-aggregate concrete beams

open access: yesJournal of Civil Engineering and Management, 2016
This article describes a study on the plastic behaviour of lightweight-aggregate concrete beams. The experimental results of nineteen simply supported beams previously tested by the authors were used in this study.
Luís F. A. Bernardo   +2 more
doaj   +1 more source

The Effect of Ocean Loading on the Growth of Basaltic Ocean Island Volcanoes and Their Magmatic Plumbing System

open access: yesFrontiers in Earth Science, 2018
Basaltic shield volcanoes most commonly form as intraplate volcanic ocean islands that arise from the ocean floor and continue to grow above the sea water level to form gigantic volcanic edifices.
Nicolas Le Corvec, Patrick J. McGovern
doaj   +1 more source

Structural Efficiency of Hollow Reinforced Concrete Beams Subjected to Partial Uniformly Distributed Loading

open access: yesBuildings, 2021
Reinforced concrete (RC) beams containing a longitudinal cavity have become an innovative development and advantage for economic purposes of light-weight members without largely affecting their resistance against the applied loads.
Hadi Naser Ghadhban Al-Maliki   +3 more
doaj   +1 more source

Prediction of Deflection of Shear-Critical RC Beams Using Compatibility-Aided Truss Model

open access: yesApplied Sciences, 2021
This study proposes a method for predicting the deflection of shear-critical reinforced concrete (RC) beams. Shear deterioration of shear-critical RC beams occurs before flexural yielding.
Sang-Woo Kim
doaj   +1 more source

Development of Deformation Bands and Deformation Induced Weathering in a Forearc Coal-Bearing Paleogene Fold Belt, Northern Japan

open access: yesApplied Sciences, 2022
We conducted microstructural and microchemical analyses of deformation bands in a forearc fold belt consisting of the Eocene Urahoro Group located in northern Japan.
Hiromi Kaji, Toru Takeshita
doaj   +1 more source

Flexure of cranial sutures [PDF]

open access: yesJournal of Biomechanics, 1971
Beam samples containing cranial sutures were prepared from embalmed and unem- balmed cranial bone and were tested to determine their flexural stiffness and strength. With the aid of layered beam theory, the flexural stiffnesses of beams containing cranial sutures were compared to hypothetical layered cranial bone beams which did not contain sutures ...
Hubbard, Robert P.   +2 more
openaire   +3 more sources

Flexural fatigue characteristics of steel fiber reinforced recycled aggregate concrete (SFRRAC) [PDF]

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2009
This research work is aimed at investigating the flexural fatigue behavior of Steel Fiber Reinforced Recycled Aggregate Concrete (SFRRAC). This study gains importance in view of the wide potential for demolished concrete to serve as a source of quality ...
Heeralal M., Kumar Rathish P., Rao Y.V.
doaj   +1 more source

Home - About - Disclaimer - Privacy