Results 41 to 50 of about 28,313 (257)

Behavior of square concrete‐filled steel tubular beam‐columns subjected to lateral loads with constant cyclic displacement

open access: yesJapan Architectural Review, 2021
The objective of this study was to clarify the cyclic behavior of square concrete‐filled steel tube (CFT) beam‐columns subjected to lateral loads with constant cyclic displacement under constant axial load.
Masae Kido   +4 more
doaj   +1 more source

Axial Compression Behavior of Steel Angle-Corrugated Steel Plate-Confined Concrete Columns

open access: yesApplied Sciences, 2022
This paper proposes a novel type of steel angle-corrugated steel plate-confined concrete column (SA-CS column). The axial compression behavior of the SA-CS column was investigated by load experiments and finite element (FE) simulation.
Zexuan Sun   +4 more
doaj   +1 more source

Creep Behavior of Intact Loess Followed Unloading Paths

open access: yesFrontiers in Earth Science, 2021
Several high-fill projects are carried out on the Loess Plateau, China, accompanying the progressive failure of slopes due to excavation. The compelling need requires a deep understanding of variation in the creeping behaviors of intact loess exposed to ...
Zhenxiao Li, Jiading Wang, Dengfei Zhang
doaj   +1 more source

Buckling of an axisymmetric vesicle under compression: the effects of resistance to shear [PDF]

open access: yes, 2007
We consider the axisymmetric deformation of an initially spherical, porous vesicle with incompressible membrane having finite resistance to in-plane shearing, as the vesicle is compressed between parallel plates.
Jensen, O. E.; id_orcid   +4 more
core   +1 more source

Buckling Analysis of Thin-Walled Circular Shells under Local Axial Compression using Vector Form Intrinsic Finite Element Method

open access: yesMetals, 2023
The buckling failure of thin-walled circular shells under local axial compression is common in engineering. This study uses the vector form intrinsic finite element (VFIFE) method to investigate the buckling behavior of thin-walled circular shells under ...
Wenliang Ma   +6 more
doaj   +1 more source

Diversity and complexity in neural organoids

open access: yesFEBS Letters, EarlyView.
Neural organoid research aims to expand genetic diversity on one side and increase tissue complexity on the other. Chimeroids integrate multiple donor genomes within single organoids. Self‐organising multi‐identity organoids, exogenous cell seeding, or enforced assembly of region‐specific organoids contribute to tissue complexity.
Ilaria Chiaradia, Madeline A. Lancaster
wiley   +1 more source

Numerical and Experimental Assessment of Structural Performance and Axial Compression Capacity of Screw-Connected Built-Up Cold-Formed Steel Members

open access: yesBuildings
Recently, cold-formed steel (CFS) structural systems have been increasingly used in building applications due to their lightweight characteristics, ease of fabrication, and efficient construction processes.
Nefya Soysal, Zeynep Fırat Alemdar
doaj   +1 more source

Residual tail twisting in ascidian larvae is stabilized by asymmetric myofibrils that resist bilateral symmetry restoration

open access: yesFEBS Letters, EarlyView.
Ascidian Ciona larvae initially show strong clockwise tail twisting, which is largely corrected during development. However, a small residual twist remains. This study shows that organized helical myofibrils in tail muscles mechanically stabilize this residual asymmetry, preventing complete restoration of bilateral symmetry and revealing how embryos ...
Yuki S. Kogure   +3 more
wiley   +1 more source

A micromechanical four-phase model to predict the compressive failure surface of cement concrete [PDF]

open access: yesFracture and Structural Integrity, 2014
In this work, a micromechanical model is used in order to predict the failure surface of cement concrete subject to multi-axial compression. In the adopted model, the concrete material is schematised as a composite with the following constituents: coarse
A. Caporale, R. Luciano
doaj   +2 more sources

Behavior Evaluation for Reinforced Concrete Columns with Rectangular Hollow Section Subjected to Axial Compression and Biaxial Bending

open access: yesThe Baltic Journal of Road and Bridge Engineering, 2016
In order to evaluate the behavior of reinforced concrete columns with rectangular hollow section subjected to axial compression and biaxial bending, the calculation formula of load capacity and moment-curvature relationship are derived according to the ...
Zigang Xu, Qiang Han, Chao Huang
doaj   +1 more source

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