4.7 Article

Influence of curing, post-curing and testing temperatures on mechanical properties of a structural adhesive

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 324, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2022.126698

Keywords

Epoxy adhesive; Temperature; Curing; Post-curing; Tg; Mechanical properties

Ask authors/readers for more resources

This paper presents a comprehensive experimental investigation on the influence of temperature on mechanical properties and glass transition temperature (Tg) of a structural epoxy adhesive. The results show that the curing and post-curing temperature affect Tg and mechanical properties differently depending on whether the applied temperature is below or beyond the epoxy Tg.
Structural cold-curing adhesives are widely used to strengthen Reinforced Concrete (RC) structures with Fibre Reinforced Polymers (FRPs). The performance of these adhesives, and therefore the performance of the strengthening system, may be affected by temperature, as ambient-cured structural adhesives usually have low glass transition temperature (Tg). This paper presents a comprehensive experimental investigation on the influence of temperature on mechanical properties and Tg of a structural epoxy adhesive. The experimental program was divided in four groups of specimens. In Group 1, the effect of curing and post-curing temperature on Tg of the epoxy adhesive was investigated. In Groups 2-4, the effects of testing temperature, curing temperature and post-curing temperature, respectively, on adhesive mechanical properties were studied. Experimental results confirm that curing and post-curing temperature affected Tg differently depending whether the applied temperature was below or beyond the epoxy Tg. Similar behavior was observed in the mechanical properties of the epoxy, as they showed improvements when curing process (curing and post-curing) temperature was below Tg and they were negatively affected when curing process temperature was beyond Tg. Besides, tensile and compressive mechanical properties were negatively affected by testing temperatures beyond 20 degrees C.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Polymer Science

Assessment of fib Bulletin 90 Design Provisions for Intermediate Crack Debonding in Flexural Concrete Elements Strengthened with Externally Bonded FRP

Alba Codina, Cristina Barris, Younes Jahani, Marta Baena, Lluis Torres

Summary: This study compares different formulations in predicting intermediate crack debonding (ICD) loads in RC beams strengthened with FRP. The results show that all models can predict the ICD failure mode accurately.

POLYMERS (2023)

Article Engineering, Civil

Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement

Cristina Barris, Marta Baena, Younes Jahani, Alba Codina, Lluis Torres

Summary: A near-surface-mounted (NSM) technique using fiber-reinforced polymer (FRP) reinforcement is effective in increasing load-bearing capacity and stiffness of reinforced-concrete (RC) beams. However, there is a lack of provisions for crack width prediction due to scarceness of experimental data. This study presents experimental results on the effect of different NSM reinforcement arrangements on midspan deflection, crack spacing, and crack width of NSM FRP RC beams.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2023)

Article Polymer Science

Flexural Performance and End Debonding Prediction of NSM Carbon FRP-Strengthened Reinforced Concrete Beams under Different Service Temperatures

Marta Baena, Younes Jahani, Lluis Torres, Cristina Barris, Ricardo Perera

Summary: This paper evaluates the influence of high service temperatures on the flexural performance and end debonding phenomenon in NSM CFRP-strengthened RC beams. The experimental program includes different parameters and compares predictions with experimental results using an analytical procedure. The results show that as the testing temperature increases, the strengthened beams experience a decrease in capacity and a change in failure mode from FRP rupture to end debonding and concrete crushing.

POLYMERS (2023)

Article Construction & Building Technology

Bond performance of fiber reinforced polymer bars in normal- and high-strength concrete

Amr El-Nemr, Ehab A. Ahmed, Cristina Barris, Panuwat Joyklad, Qudeer Hussain, Brahim Benmokrane

Summary: This study investigates the bond performance of different types of new generation FRP (fiber-reinforced polymer) bars embedded in concrete. A total of 87 pullout specimens were constructed and tested, and the results show that the bond strength of FRP bars generally decreases with increasing bar diameter, while the bar diameter has insignificant impact on steel bars. There is a positive relationship between the concrete compressive strength and the bond strength gained. The test results are also used to assess different analytical models for bond stress-slip relationships.

CONSTRUCTION AND BUILDING MATERIALS (2023)

Article Chemistry, Analytical

Analysis of FRP-Strengthened Reinforced Concrete Beams Using Electromechanical Impedance Technique and Digital Image Correlation System

Ricardo Perera, Maria Consuelo Huerta, Marta Baena, Cristina Barris

Summary: Fiber-reinforced polymer (FRP) strengthening systems have become increasingly popular for retrofitting concrete structures. The two most widely recognized methods, externally bonded reinforcement (EBR) and near-surface mounted (NSM) techniques, may suffer from sudden debonding of the FRP. This study monitored cracks in two reinforced concrete (RC) specimens strengthened with FRP using a piezoelectric-transducer-based electromechanical impedance (EMI) technique and a digital image correlation (DIC) system. The results showed that the combined implementation of these techniques improved the prediction of early cracks and potential failure of the specimens.

SENSORS (2023)

Article Construction & Building Technology

Study on the mechanical performance damage in laboratory-simulated periodic salt environment for asphalt concrete

Qi Jiang, Wei Liu, Shaopeng Wu, Xuanwen Gou

Summary: This study analyzes the erosion mechanisms of NaCl solution on asphalt concrete and finds that NaCl solution softens asphalt and promotes the intrusion of crystalline salt into it. Salt crystallization alters the surface roughness of aggregates, resulting in a decrease in skid resistance but an improvement in compressive strength. Additionally, the concentration of NaCl solution initially has no significant impact on the mechanical performance of asphalt concrete, but its domination gradually increases with the intensification of cyclic effects.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Experimental study on tensile behaviors of cracked ultra-high performance concrete under freezing and thawing

Lili Kan, Lan-qing Dai, Ning Kong, Bin Peng, Fei Wang

Summary: This paper investigates the effect of freezing and thawing cycles on the tensile behavior of cracked ultra-high performance concrete (UHPC). The results show that long-term freezing and thawing action deteriorates the cracking strength, tensile strength, tensile strain, and strain energy of cracked UHPC. On the other hand, the action of water generally favors the development of tensile properties of UHPC. The crack distribution tends to be unsaturated under freezing and thawing environment, and the re-hydration reaction is hindered. The pore structure near the crack varies under different environments.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Reuse of by-product gypsum with solid wastes-derived sulfoaluminate cement modification for the preparation of self-leveling mortar and influence mechanism of H3PO4

Xin Xiao, Jingwei Li, Qingke Meng, Xiangshan Hou, Yanhui Liu, Xujiang Wang, Wenlong Wang, Shengtao Lu, Yuzhong Li, Yanpeng Mao, Tong Li

Summary: Preparing gypsum-based self-leveling mortar (GSLM) using beta-hemihydrate gypsum and solid wastes-derived sulfoaluminate cement (WSAC) can improve the mechanical performance of the mortar, but phosphorus impurities can weaken the hydration speed and degree.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Experimental study on the effect of cementation curing time on MICP bio-cemented tailings

Sihang Bao, Junzhen Di, Yanrong Dong, Ziqing Gao, Qing Gu, Yuanfang Zhao, Hongyu Zhai

Summary: Tailings dam break and leakage accidents pose a threat to the safety of people in mining areas and cause severe environmental pollution. This study focuses on solidifying tailing sand using microbial induced calcite precipitation (MICP) to improve strength and fix heavy metals. The curing time of MICP bio-cemented tailings is found to significantly impact the strength of tailings, while its effect on heavy metal fixation is minimal. The optimized MICP curing time is 10 days, resulting in improved strength and cementation of tailings particles.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Multi-scale analysis of the effects of hysteresis on the hydrothermal behaviour of bio-based materials: Application to hemp concrete

Ferhat Benmahiddine, Fares Bennai, Achraf Charaka, Ameur El Amine Hamami, Abdelkader Tahakourt, Rafik Belarbi

Summary: This paper studied the effects of hysteresis on the hygrothermal behavior at the building scale. Through laboratory validation and numerical simulations, it was found that hysteresis has a significant impact on the relative humidity and total heat fluxes in buildings, while it does not have a noticeable effect on temperature variations.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Investigation on strength and deformation properties of lateritic clay

You Gao, Wei He, Xiayang Zhang, De'an Sun, Pei Li

Summary: This study determined the boundary line between the swelling and compression deformation zone in lateritic clay through wetting tests, and proposed a simple bimodal SWRC model. It also found that the existing strength model underestimated the tested values in the medium to high suction range, therefore a segmented strength equation was introduced for enhanced predictions of the strength properties of lateritic clay.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Performance assessment of sustainable biocement mortar incorporated with bacteria-encapsulated cement-coated alginate beads

Prabhath Ranjan Kumar Soda, Asheer Mogal, Kalyan Chakravarthy, Nikhil Thota, Nimish Bandaru, Sanjay Kumar Shukla, K. M. Mini

Summary: This study investigates the use of encapsulated bacteria to improve the self-healing ability of concrete. Through various tests, it is found that using 20% cement-coated alginate beads (CCAB) and 5% nanosilica (NS) can achieve optimal strength and healing. This research is significant for enhancing the durability of concrete.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Development of photothermal-heat storage concrete incorporating super absorbent polymer

Shizhe Wang, Haiping Wu, Wen Yang, Wei Wang, Zhibo Zhu, Kun Nie, Luoxin Wang, Hua Wang, Jing Wu

Summary: In this study, photothermal-heat storage concrete (PHSC) was developed with excellent photothermal conversion performance and heat storage capacity. By absorbing and storing solar energy during the day and releasing it at night, PHSC can effectively reduce energy consumption in buildings.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Investigating temperature change rate and pore confinement effect on thermal properties of phase change materials for de-icing and low-temperature applications in cementitious composites

Robin Deb, Jialuo He, Geetika Mishra, Yaghoob (Amir) Farnam

Summary: Incorporation techniques of phase change materials in cementitious composites have a significant influence on thermal properties. This study investigated the thermal behavior of low-temperature PCM when subjected to varying temperature change rates and pore confinement inside the porous network of lightweight aggregates. The results showed that ramp rates affect the nucleation and crystallization growth process during the phase transition, and the pore structure of the aggregates affects the supercooling phenomenon and confinement pressure of the PCM.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Fatigue life of plain concrete subjected to low frequency uniaxial stress reversal loading

Eduardo Ferreira, Payam Sotoudeh, Dagmar Svecova

Summary: This study investigates the fatigue behavior of concrete under different stress reversal conditions. The results indicate that stress reversal generally causes more severe damage and reduces the cycles to failure compared to tensile fatigue. Additionally, adding some level of compression contributes to the energy required for failure under stress reversal fatigue. Specimens with higher concentration of fractured aggregates achieve longer fatigue lives.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Development of rendering mortar from granite cutting waste and impact of accelerated aging environment on its adhesive strength

Mag Raj Gehlot, Sandeep Shrivastava

Summary: This study evaluates the compatibility relationship between plaster bonds and the substrate under an accelerated aging environment, and finds that incorporating an appropriate amount of granite cutting waste can improve the strength parameters and adhesion of the cement mortar.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Bond behavior between carbon fabric reinforced cementitious matrix (FRCM) composites with added short fibers and concrete substrates

Min Zhang, Qirui Luo, Mingke Deng, Shixing Zhao

Summary: This study investigated the bond behavior between carbon FRCM composites with added short fibers and concrete substrates. The effects of different factors were considered and 36 specimens were tested and discussed. The experimental results were analyzed in terms of failure mode, load-slip curve, and characteristic parameters, and the contribution of weft yarns was taken into account in the developed bondslip model.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Effects of heat-treatment on physical and mechanical properties of limestone

Dengkai Liu, Hongniao Chen, Ray Kai Leung Su

Summary: The susceptibility of building stones to fire and high temperature was investigated in this study by examining their physical and mechanical properties. The results show that both compressive and tensile properties of stones are affected by temperature changes. The tensile strength is particularly sensitive to temperature changes, requiring special attention to the components subjected to tensile stress in stone buildings. Principal component analysis was used to predict the mechanical properties of stones, providing a new method for calculating the residual mechanical properties after high temperature or fire.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

A novel roughness parameter for more precise estimation of the shear strength of concrete-to-concrete interfaces

Joso Maria Raposo, Eduardo Cavaco, Luis Costa Neves, Eduardo Julio

Summary: This paper investigates the correlation between the friction coefficient and the surface roughness of concrete-to-concrete interfaces. Experimental tests were performed on specimens with different surface treatments, and the surface roughness parameters were analyzed and correlated with the shear strength and friction coefficient. The results showed that certain roughness parameters had a strong positive correlation with the friction coefficient, while others had little or no correlation. A novel combined roughness parameter with optimized correlation was proposed.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Recent advances and perspectives in circular bio-binder extender to substitute part of the fossil based binder in asphalt mixture

Chiara Riccardi, Massimo Losa

Summary: The interest in using bio materials in asphalt pavements is growing due to economic reasons and environmental benefits. This study aimed to review the use of bio extenders as additives in binders, with a focus on replacements greater than 20% of fossil binder. The properties of bio-extended binders were found to vary substantially depending on the biomass source and production process.

CONSTRUCTION AND BUILDING MATERIALS (2024)