3D finite element modeling of bond-controlled behavior of steel and basalt FRP-reinforced concrete square bridge columns under lateral loading

AMA Ibrahim, MFM Fahmy, Z Wu - Composite Structures, 2016 - Elsevier
Bond between reinforcing bars and concrete plays an important role in controlling the
structural performance of reinforced concrete (RC) structures. The main objective of this …

[HTML][HTML] An incremental inverse analysis procedure for identification of bond-slip laws in composites applied to textile reinforced concrete

Y Li, J Bielak, J Hegger, R Chudoba - Composites Part B: Engineering, 2018 - Elsevier
Textile reinforced concrete (TRC) is a novel composite building material, its structural
behavior is substantially influenced by the bond interface between the reinforcing textile …

Modeling recommendations for RC and CFST sections in LS-Dyna including bond slip

MZ Zhao, DE Lehman, CW Roeder - Engineering Structures, 2021 - Elsevier
Modeling of reinforced concrete (RC) and concrete filled steel tube (CFST) sections is
complex, because the model must be capable of capturing degradation of the concrete …

Investigation of fire effects on reinforced concrete members via finite element analysis

B Aliş, C Yazici, F Mehmet Özkal - ACS omega, 2022 - ACS Publications
Structural deterioration during fire leads to significant economic losses, severe injuries, and
deaths. Research to accurately estimate the impact of fire on structural security and …

[PDF][PDF] Nonlinear finite element analysis of steel fibre-reinforced concrete beam under static loading

PO Awoyera - J. Eng. Sci. Technol, 2016 - jestec.taylors.edu.my
A nonlinear finite element analysis of steel fibre-reinforced concrete beams subjected to
static loading was explored using ADINA software. A predefined 3D model of concrete beam …

Nonlinear finite-element analysis of RC bridge columns under torsion with and without axial compression

TG Mondal, SS Prakash - Journal of Bridge Engineering, 2016 - ascelibrary.org
Finite-element (FE) modeling of RC structures under combined loading has received
considerable attention in recent years. However, the combination of torsion and axial …

Numerical modelling of bond behavior between rebar and high-strength fiber-reinforced cementitious composites (HSFRCC) for inter-module joint in modular …

J Wei, H Liu, CKY Leung - Engineering Structures, 2023 - Elsevier
In modular construction, the optimization of joint design has always been a major challenge.
The joint size is primarily governed by rebar-concrete bond strength, as tensile stress is …

Effectiveness of externally bonded and near surface–mounted CFRP reinforcement in flexural strengthening of RC beams: numerical approach

AA Alkhawaldeh, N Al-Huthaifi… - Practice Periodical on …, 2022 - ascelibrary.org
Externally bonded (EB) reinforcement and near surface–mounted (NSM) reinforcement were
extensively studied to strengthen reinforced concrete beams in the last decades. However …

Novel design of inter-module joint in reinforced concrete modular construction using high-strength fiber-reinforced cementitious composites (HSFRCC)

J Wei, H Liu, CKY Leung - Cement and Concrete Composites, 2022 - Elsevier
The development of modular construction is surging in recent years. It has been popularized
worldwide due to better quality control, environmental-friendliness and potential construction …

Experimental-Numerical Analysis of the Effect of Bar Diameter on Bond in Pull-Out Test

M Burdziński, M Niedostatkiewicz - Buildings, 2022 - mdpi.com
Bar diameter is one of the basic factors affecting bond behavior, which is still of interest due
to opposing opinions regarding its effect on bond behavior in the pull-out test. This paper …