Article
Engineering, Civil
A. B. Sturm, P. Visintin, B. Bennett
Summary: This paper proposes a new model that combines both deterministic and probabilistic aspects of cracking behavior to study crack control in reinforced concrete members. The model defines the relationship between crack spacing and crack width based on the bond between reinforcement and concrete using partial-interaction mechanics. A probabilistic analysis is then conducted to determine the mean crack spacing and crack width while considering the uncertainties in the deterministic model. The model is validated using observed data and the importance of spatial variability of material properties is identified and simulated.
ENGINEERING STRUCTURES
(2022)
Article
Chemistry, Physical
Marta Baena, Cristina Barris, Ricardo Perera, Lluis Torres
Summary: This paper studies the structural behavior of cracked Glass-FRP (GFRP)-Reinforced Concrete (RC) tensile elements based on the characterization of the bond between Fiber-Reinforced Polymer (FRP) bars and concrete. Different bond-slip laws between FRP reinforcement and concrete were simulated to analyze the effect of GFRP bar bond performance on load transfer process, load-mean strain curve, reinforcement strain distribution, slip distribution, and tension stiffening effect. A parametric study on the effect of material properties was also performed. The model accurately predicts the global and local structural behavior of GFRP RC tensile elements.
Article
Engineering, Civil
Chunyu Fu, Yongsheng Lao
Summary: This study aims to investigate the bond deterioration in reinforced concrete tension members by establishing a novel relationship between the bond force and slips near the cracks. An iterative algorithm is proposed to analyze the bond behaviors, and the effectiveness of the method is validated using experimental data. The results show a gradual decrease in bond forces near the cracks, indicating the presence of the descending part of the bond-slip relationship.
Article
Construction & Building Technology
Alexander B. Sturm, Phillip Visintin
Summary: In reinforced concrete elements, tension-stiffening plays a significant role in deflections and crack-widths at the serviceability limit and plastic hinge rotation at the ultimate limit. However, there is limited testing on the bond between larger diameter reinforcement and UHPFRC and its impact on tension-stiffening and concrete cracking. This study conducts bond and tension-stiffening tests on ultra-high performance concretes to develop a bond stress slip relationship applicable to both pre- and post-yield, and shows that the new bond model can predict tension-stiffening and crack-widths.
STRUCTURAL CONCRETE
(2023)
Article
Construction & Building Technology
Alexander B. Sturm, Phillip Visintin
Summary: Tension-stiffening significantly affects the behavior of reinforced concrete elements and is particularly important in ultra-high performance fiber reinforced concrete. However, there is a lack of testing on the bond between larger diameter reinforcement and UHPFRC and its impact on tension-stiffening.
STRUCTURAL CONCRETE
(2023)
Article
Chemistry, Multidisciplinary
Jonas Cramer, Sara Javidmehr, Martin Empelmann
Summary: The crack widths in reinforced concrete structures are influenced by various parameters, with existing models able to predict crack widths but discrepancies compared to experimental values. A crack propagation model provides a powerful tool to observe cracking in reinforced concrete components.
APPLIED SCIENCES-BASEL
(2021)
Article
Construction & Building Technology
Murray J. Watts, Ali Amin, E. Stefan Bernard, R. Ian Gilbert, Luca Facconi
Summary: The bond stress between concrete and steel reinforcement affects crack width and spacing, and adding fibers can improve bond characteristics. Experimental results show that incorporating macro-synthetic fiber reinforcement slightly improves early age bond strength and significantly increases early age bond stiffness in reinforced concrete.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Materials Science, Characterization & Testing
S. Herald Lessly, Senthil Rajendran
Summary: The study utilized the non-destructive testing principle of MR fluid to investigate the core compressive strength of reinforced concrete columns with slip angle orientation and bond stress relationship. Ultrasonic method was used to measure crack width and slip angle orientation of rebars, as well as determine bond strength. Experimental results showed significant variations in rebar strain, bond strength, and ultrasonic pulse velocity under different parameters.
NONDESTRUCTIVE TESTING AND EVALUATION
(2022)
Article
Engineering, Civil
S. H. Chu, C. Unluer, D. Y. Yoo, L. Sneed, A. K. H. Kwan
Summary: The bond of steel reinforcing bars is crucial for the structural integrity of reinforced concrete, and can be improved by including fibers and using self-prestressing. This research combined self-prestressed fiber reinforced concrete (SP-FRC) and hybrid steel fiber reinforced concrete (HSFRC), resulting in bio-inspired self-prestressed hybrid steel fiber reinforced concrete (SP-HSFRC). Pull-out tests were conducted to study the bond performance of steel reinforcing bars, and analytical models were established to calculate bond parameters based on a hybrid fiber factor. A new bond model was developed for realistic bond-slip analysis, and it showed good agreement with experimental results. The improved bond was proven to effectively control cracks in HSFRC reinforced with steel bars.
ENGINEERING STRUCTURES
(2023)
Article
Construction & Building Technology
Haitang Zhu, Yunjian He, Gaochuang Cai, Shengzhao Cheng, Yin Zhang, Amir Si Larbi
Summary: This paper investigates the bond performance between carbon fiber reinforced polymer (CFRP) bars and ultrahigh-performance concrete (UHPC) through hinged beam tests. The effects of different parameters on the bond performance were studied, including steel fiber volume fraction, bonded length, reinforcement diameter, and concrete cover. The results showed that an increase in cover and steel fiber volume fraction improved the bonding performance, while an increase in diameter reduced the bond performance. Formulae for calculating the ultimate bond strength and development length were proposed. A bond-slip constitutive model was also proposed to simulate the bond-slip behavior of CFRP bars in UHPCs with good agreement to test results.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Mechanics
Guoxiong Chen, Ru An, Jianfei Xu, Shihua Fu
Summary: In this study, a model was developed to predict tension stiffening in FRP RC beams with different reinforcement ratios. By introducing a correction factor, the model successfully corrected the results of finite element analysis and matched the experimental results. Uneven distributions in the strain of FRP bars were also observed in the study.
COMPOSITE STRUCTURES
(2022)
Article
Construction & Building Technology
Than Mar Swe, Pornpen Limpaninlachat, Totsawat Daungwilailuk, Withit Pansuk, Phoonsak Pheinsusom
Summary: This study investigates the bonding behavior between fire-damaged concrete specimens and Carbon Fiber Reinforced Polymer (CFRP) plate. The results show that the interfacial bonding strength and ductility of the specimens decrease significantly with increasing fire exposure time. Longer bond lengths improve the bonding performance of the fire-damaged specimens. A shear stress-slip model for fire-damaged concrete bonded with CFRP is proposed using the experimental relationship between strain and slip, along with the derivative of local shear-stress equilibrium and the predicted interfacial fracture energy.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Engineering, Civil
Konstantinos Tsiotsias, S. J. Pantazopoulou
Summary: This study investigates the complex bond interaction between reinforcement and concrete, focusing on the bond strength of bars embedded in high-performance cementitious materials. It is found that the use of fiber reinforcement enhances bond strength significantly, while internal confinement in high-performance concrete contributes to more effective utilization of standard steel reinforcing bars.
ENGINEERING STRUCTURES
(2021)
Article
Construction & Building Technology
Kumar Avadh, Punyawut Jiradilok, E. John Bolander, Kohei Nagai
Summary: Corrosion-induced bond degradation leads to changes in deformation characteristics, cracking patterns, and loss in tension stiffening in structural members. This study successfully integrates corrosion expansion and bond degradation models into a discrete analysis framework to simulate post-corrosion loss of tension stiffening. The simulated results are consistent with experimental results, and the decrease in stress transfer from reinforcing bar to concrete due to corrosion is directly observed.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Construction & Building Technology
Roberto Garcia, Perez Caldentey Alejandro
Summary: This article discusses an experimental program that aims to study the impact of casting position on the cracking behavior of reinforced concrete elements, as well as the influence of other parameters. The test results will compare crack spacing and crack width for beams with the main reinforcement cast in different bond conditions to validate the effect of this factor. The specific test program conducted at the Technical University of Madrid is intended to confirm this phenomenon.
STRUCTURAL CONCRETE
(2022)
Article
Construction & Building Technology
Phillip Visintin, Alexander B. Sturm, Deric J. Oehlers
STRUCTURAL CONCRETE
(2018)
Article
Construction & Building Technology
Alexander B. Sturm, Phillip Visintin, Deric J. Oehlers
STRUCTURAL CONCRETE
(2018)
Article
Construction & Building Technology
A. B. Sturm, P. Visintin, K. Farries, D. J. Oehlers
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
(2018)
Article
Construction & Building Technology
A. B. Sturm, P. Visintin, D. J. Oehlers, R. Seracino
JOURNAL OF STRUCTURAL ENGINEERING
(2018)
Article
Construction & Building Technology
Qian Feng, Phillip Visintin, Deric J. Oehlers
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS
(2018)
Article
Engineering, Civil
T. Xie, M. S. Mohamed Ali, P. Visintin, D. J. Oehlers, A. H. Sheikh
JOURNAL OF COMPOSITES FOR CONSTRUCTION
(2018)
Article
Engineering, Multidisciplinary
A. B. Sturm, P. Visintin, J. Vaculik, D. J. Oehlers, R. Seracino, S. T. Smith
COMPOSITES PART B-ENGINEERING
(2019)
Article
Construction & Building Technology
Noor Md. Sadiqul Hasan, Phillip Visintin, Deric John Oehlers, Terry Bennett, Md. Habibur Rahman Sobuz
MATERIALS AND STRUCTURES
(2019)
Article
Construction & Building Technology
A. B. Sturm, P. Visintin, D. J. Oehlers
JOURNAL OF STRUCTURAL ENGINEERING
(2019)
Article
Construction & Building Technology
Alexander B. Sturm, Phillip Visintin, Deric J. Oehlers
CONSTRUCTION AND BUILDING MATERIALS
(2020)
Article
Construction & Building Technology
Alexander B. Sturm, Phillip Visintin, Deric J. Oehlers
STRUCTURAL CONCRETE
(2020)
Article
Mechanics
A. B. Sturm, P. Visintin, R. Seracino, G. W. Lucier, D. J. Oehlers
COMPOSITE STRUCTURES
(2020)
Article
Construction & Building Technology
Xinkai Hao, Philip Visintin, Deric J. Oehlers
JOURNAL OF STRUCTURAL ENGINEERING
(2020)
Article
Engineering, Civil
P. Visintin, A. B. Sturm, M. S. Mohamed Ali, D. J. Oehlers
AUSTRALIAN JOURNAL OF CIVIL ENGINEERING
(2018)
Article
Construction & Building Technology
Phillip Visintin, Deric J. Oehlers
ADVANCES IN STRUCTURAL ENGINEERING
(2018)