On crack band model in finite element analysis of concrete fracture in engineering practice

J Červenka, V Červenka, S Laserna - Engineering Fracture Mechanics, 2018 - Elsevier
When finite element nonlinear analysis is applied to address the typical engineering
problems such as ultimate load carrying capacity or serviceability limits such as deflections …

Prediction of reinforcement corrosion due to chloride ingress and its effects on serviceability

K Hájková, V Šmilauer, L Jendele, J Červenka - Engineering Structures, 2018 - Elsevier
Concrete is the most common man-made material in today's world. Embedded steel
reinforcement may corrode due to chloride presence from de-icing salts or salt water, having …

Shear size effect in simply supported RC deep beams

H Chen, WJ Yi, ZJ Ma - Engineering Structures, 2019 - Elsevier
The shear size effect refers to the phenomenon that the shear strength of reinforced concrete
(RC) beams decreases as the beam depth increases. The shear strength of RC deep beams …

Experimental investigation of compressive strength and compressive fracture energy of longitudinally cracked concrete

H Nakamura, T Nanri, T Miura, S Roy - Cement and Concrete Composites, 2018 - Elsevier
In this study, compression tests of longitudinally cracked concrete were conducted to clarify
the effect of existing crack on reduction of compressive strength and compressive fracture …

Reliability analysis of shear strength of reinforced concrete deep beams using NLFEA

RAS Díaz, SJS Nova, MCAT da Silva, LM Trautwein… - Engineering …, 2020 - Elsevier
Nonlinear finite element analysis (NLFEA) is an important tool for solving deterministic
structural problems and predicting the behavior of concrete structures. Nevertheless …

[PDF][PDF] Shear Strength of Reinforced Concrete Simple and Continuous Deep Beams.

H Chen, WJ Yi, ZJ Ma, HJ Hwang - ACI Structural Journal, 2019 - researchgate.net
This study focuses on the shear strength of reinforced concrete (RC) simple and continuous
deep beams. The experimental phenomena and nonlinear finite element analyses showed …

Numerical evaluation of shear strength degradation mechanism dependent on the size increase of RC deep beams with height up to 1.5 meter by using 3D Rigid …

L Fu, H Nakamura, S Chi, Y Yamamoto… - Journal of Advanced …, 2021 - jstage.jst.go.jp
The purpose of this paper is to clarify the mechanism of shear strength reduction for
reinforced concrete deep beams with varying stirrup ratios, due to the beam size increase …

Numerical simulation of concrete structures—From research to engineering application

V Cervenka, J Cervenka, J Rymes - Structural Concrete, 2024 - Wiley Online Library
The paper describes the authors' contribution to the evolution of numerical simulation of
concrete structures based on the nonlinear finite element method. The formulation of …

Parametric investigation on behaviors of eccentric RC exterior and interior beam-column subassemblies

MA Abdel-Latif, EM Soliman, W Sumelka… - … Based Design of …, 2024 - Taylor & Francis
Beam-column joints' behavior is a key research focus due to their critical role in maintaining
structural integrity and safety during earthquakes. While concentric joints have been …

Calibrating of a Simulation Model to Predict the Flexural Capacity of Pre-Stressed Concrete Beams

J Montero, J Cervera-Gascó, C Gilarranz, S Laserna - Applied Sciences, 2023 - mdpi.com
Simulation models based on finite elements are currently indispensable tools for predicting
the structural behavior of both reinforced and pre-stressed concrete elements. This work …