Numerical investigation on static bending and free vibration responses of two-layer variable thickness plates with shear connectors
This paper carries out the static bending and free vibration analysis of two-layer variable
thickness plates with shear connectors. The finite element formulations are presented in …
thickness plates with shear connectors. The finite element formulations are presented in …
Experimental and numerical investigations into the compressive behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs
Eight medium-length circular concrete-filled double-skin steel tubular (CFDST) columns
were examined under axial compression to evaluate the influence of bolted shear studs on …
were examined under axial compression to evaluate the influence of bolted shear studs on …
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design
The concrete-filled double-skin steel tubular (CFDST) columns have recently attracted
significant attention for practical engineering constructions. The axial resistance behaviour …
significant attention for practical engineering constructions. The axial resistance behaviour …
Mesoscale Modeling and Simulation of Size-Dependent Shear Response of Rectangular CFRP-Confined RC Columns
Reinforced concrete (RC) columns are prone to shear failure under seismic loads,
particularly in the case of short columns. However, this brittle failure may have more adverse …
particularly in the case of short columns. However, this brittle failure may have more adverse …
Experimental study on the residual seismic performance of CFDST columns after contact explosion
Bridge columns are susceptible to various hazards throughout their service life, including
accidental explosions, terrorist bombing attacks, and earthquakes. To support engineers …
accidental explosions, terrorist bombing attacks, and earthquakes. To support engineers …
Modified numerical modeling of axially loaded concrete-filled steel circular-tube columns
Predicting the behavior of concrete in a Concrete-Filled Steel Tubular (CFST) column is
challenging due to the sensitivity to input parameters such as the size of the cross-section …
challenging due to the sensitivity to input parameters such as the size of the cross-section …
Assessment of the OTEC cold water pipe design under bending loading: A benchmarking and parametric study using finite element approach
PW Adie, R Adiputra, AR Prabowo… - Journal of the …, 2023 - degruyter.com
Ocean thermal energy conversion (OTEC) is a floating platform that generates electricity
from seawater heat. The cold water pipe (CWP) used in OTEC has a length of 1,000 m and a …
from seawater heat. The cold water pipe (CWP) used in OTEC has a length of 1,000 m and a …
Finite-element modeling for static bending and free vibration analyses of double-layer non-uniform thickness FG plates taking into account sliding interactions
The present article explores static bending and natural oscillation characteristics of double-
layer non-uniform thickness functionally graded (FG) plates that are equipped with shear …
layer non-uniform thickness functionally graded (FG) plates that are equipped with shear …
Influence of anchored orbicular rings on the performance of sandwich concrete‐filled double‐skin steel tube columns
H Singh, AK Tiwary - Structural Concrete, 2023 - Wiley Online Library
Since recent years, double‐skin tube column sections formed from two parallel,
concentrically spaced steel casings, with the sandwiched area between the casings packed …
concentrically spaced steel casings, with the sandwiched area between the casings packed …
Numerical analysis on torsional behavior of rectangular and square CFDST members
This paper numerically investigated the behavior of rectangular and square concrete-filled
double skin steel tubular (CFDST) members under torsion. The finite element model of …
double skin steel tubular (CFDST) members under torsion. The finite element model of …