Reinforcement Techniques Research Articles

Impact of CFRP Strengthening on the flexural behavior of reinforced concrete beams

ABSTRACTReinforced concrete structures often experience damage and a degradation in performance under external loads. Consequently, it is crucial to enhance their performance through appropriate reinforcement techniques. Fiber-reinforced polymer composites (FRP) have gained significant attention in structural engineering due to their distinct advantages over traditional steel reinforcement. FRP reinforcement can be applied via near-surface mounted (NSM) or external bonding (EBR) methods, with the latter being more commonly used. This study examines the impact of CFRP reinforcement on the flexural performance of reinforced concrete beams, with particular emphasis on the ductile behavior required for seismic energy dissipation and load redistribution in hyperstatic structures. An analytical expression linking the level of ductility to the reinforcement ratio is proposed. This relationship can serve as a valuable tool in the reinforcement design process.

NUMERICAL MODELING OF EMBANKMENT ON THIN CLAY SOIL WITH GEOFOAM

Soft soils cause problems in road subgrades because they have low bearing capacity. Embankments on soft ground need to be identified and reviewed before construction starts. Various soil reinforcement techniques can be used to improve soft soil conditions. This research focuses on using geofoam material as an embankment on soft soil. The aim is to analyze the modeling of soft soil embankment with geofoam. The research method is a numerical method using the Plaxis 2D version 2023 application. There are two models in this study, namely the embankment model without geofoam, 100 cm thick subgrade, and the embankment model with 30 cm thick and 40 cm thick geofoam. The embankment geometry model is assumed to be symmetrical, hardening soil parameters are used to model soft soil for analyzing consolidation settlement, and elastic linear parameters to model geofoam. The type of FEM analysis in this research is plain strain. Numerical results at a maximum load of 100 kN showed a settlement of 0.1587 mm at 30 cm geofoam thickness and 0.1507 mm at 40 cm geofoam thickness. Deformation of 16 mm in 30 cm thick geofoam and 15.22 mm in 40 cm thick geofoam. Soil stress of 201 kN/m² in 30 cm thick geofoam and 192 kN/m² in 40 cm thick geofoamm. In conclusion, the model of embankment on soft soil with geofoam is that the thicker the geofoam used, the smaller the settlement and the stress on the soil that occurs.

A biodegradable, osteo-regenerative and biomechanically robust polylactide bone screw for clinical orthopedic surgery

Poly (L-lactic acid) (PLLA) has emerged as a promising orthopedic implant material due to its favorable strength and biodegradability. However, challenges such as low toughness and limited osteoinductivity hinder its widespread use in bone fixation. This study focuses on enhancing the toughness and osteogenic activity of PLLA-based orthopedic implants. Inspired by reinforcement techniques in the construction industry, we designed a structure comprising flexible fibers enveloped by PLLA/hydroxyapatite (HA) crystalline phases. Initially, PLLA/poly (butylene succinate-co-adipate) (PBSA)/HA composites with “sea-island” morphology were prepared through melt-compounding. Subsequently, the highly oriented PBSA fibers were in situ formed during microinjection molding for bone screw fabrication. Comprehensive investigation into the structural-mechanical property relationship revealed a significant increase in elongation at break (from 5.4 % to 59.4 % with an optimal PBSA/HA ratio), while maintaining a high stiffness and a slight decrease in tensile strength (from 62 MPa to 56 MPa). The flexural tests of the resulting composite bone screws demonstrated a significant increase in toughness. Additionally, the in vivo studies corroborated the osteogenic potential of the microinjection molded bone screws by using hematoxylin and eosin (HE) and Masson staining. The methodology presented in this study offers a promising approach for advancing PLLA-based fixation devices in bone repair applications.

Numerical Analysis of Grouting Reinforcement Effects on Deep Foundation Pits Adjacent to Elevated Railways

To mitigate the impact of foundation pit construction on adjacent existing structures, grouting reinforcement techniques are often employed to enhance the deformation strength of the soil. This study focuses on the expansion project of the Dayun Comprehensive Hub in Shenzhen, conducting full-scale numerical simulations of the excavation of deep foundation pits adjacent to existing elevated railways and examining the effects of different grouting reinforcement schemes. The results indicate that the single-row and double-row grouting schemes increased the bearing capacity of the foundation piles by 23.7% and 31.9%, respectively, significantly enhancing the structural bearing performance. After reinforcement, the maximum deformation position of the elevated bridge foundation piles shifted upward, and the settlement distribution of the cap beam became more concentrated, indicating that grouting reinforcement effectively controlled the ground settlement and the deformation of the foundation piles. Furthermore, compared to controlling the deformation of the retaining structures, grouting reinforcement was more effective in controlling ground settlement and pile deformation, highlighting its advantages in complex environments. Although the double-row grouting scheme demonstrated superior technical performance, the single-row scheme remains the preferred option considering reinforcement efficiency and economic factors.

Improving predictive accuracy for punching shear strength in fiber-reinforced polymer concrete slab-column connections via robust deep learning

Amidst the evolving landscape of structural engineering, this study addresses the pressing need for a robust, data-driven model in the context of alternative reinforcement techniques such as Fiber-Reinforced Polymer (FRP) bars and the application of Machine Learning (ML) methodologies for predicting the punching shear strength (PSS). Structural engineering heavily relies on accurate predictions of PSS for ensuring the safety and durability of various constructions. However, existing models often lack the comprehensiveness and precision required to effectively address the diverse and complex factors influencing PSS in FRP-reinforced concrete structures. This research explored the shear strength of FRP-reinforced concrete slabs, with a particular focus on the different types of FRP, namely Carbon Fiber-Reinforced Polymer (CFRP), Basalt Fiber-Reinforced Polymer (BFRP), Glass Fiber-Reinforced Polymer (GFRP), and Hybrid Fiber-Reinforced Polymer (HFRP). Leveraging an innovative deep learning approach, the study utilizes a dataset comprising 285 samples gathered from 56 distinct studies to train models that incorporate 11 dependent variables. This comprehensive approach aims to capture the intricate interplay between geometric, material, and other pertinent factors influencing PSS. The study employs a connection weight method to evaluate the significance of various features and introduces a novel Graphical User Interface (GUI) to enhance user interaction with the Deep Neural Network (DNN) model designed for PSS prediction. Through meticulous experimentation and analysis, the research identifies an optimal DNN architecture that achieves a minimum Mean Absolute Error (MAE) of 0.81, validated through k-fold cross-validation. Key conclusions highlight the critical influence of specific features, such as slab depth, column-to-slab area ratio, and modulus of elasticity, on the predictive accuracy of the model. Conversely, certain factors like slab area, reinforcement ratio, and concrete compressive strength negatively impact predictions. SHAP analysis further elucidates the significance of FRP type and column length-to-width ratio as pivotal factors affecting PSS predictions. These findings underscore the potential of the developed model in enhancing the dependability and practicality of structural engineering applications. Moreover, they point towards future research directions aimed at refining predictive accuracy and exploring broader applications in the field of building engineering.

On the role of local reinforcement in an adhesively bonded AL/CFRP energy absorber under axial loading: A theoretical investigation and optimization

AbstractThis paper aims to develop a novel theoretical model that incorporates the effects of local composite reinforcement using adhesive bonding on the energy absorption of aluminum structures under axial loading. The goal is to optimize energy absorption prior to any connection failures and to prevent uneven structural deformation. Moreover, it strives to reduce the structure's weight and material usage, achieving superior results compared to traditional global reinforcement techniques. The theoretical model was validated through experimental testing and finite element analysis, demonstrating good agreement with the predicted results. The results reveal that increasing the CFRP fiber angle, layer thickness, and number of layers generally leads to improved energy absorption capacity. An optimization analysis was performed to determine the optimal design parameters, yielding a fiber angle of 80°–90°, composite thickness of 1.5 mm, and aluminum thickness of 2.5 is the best configuration, offering the highest specific energy absorption and adequate peak load capacity for maximized energy absorption. The proposed model offers significant improvements over existing approaches, enhancing the predictive capabilities and practical applicability of energy absorption predictions in engineering design.Highlights A novel theoretical model for energy absorption in locally reinforced hybrid AL/CFRP structures. The influence of design parameters, such as CFRP layer count, fiber orientation, and thickness ratio. Optimization to maximize the average crushing force while meeting weight and geometric constraints. Findings can inform the design of safer and more efficient energy‐absorbing structures in various applications.

Evaluation of polyester high-tenacity fabric and carbon nanotube reinforcements for improving flexural response in concrete beams.

This research scrutinized the effectiveness of utilizing polyester high tenacity fabrics to enhance the functionality of concrete panels. Two distinct woven fabrics with comparable strength resistance were fabricated and assessed. Concrete beams were compared in their original form and those reinforced with woven fabrics, along with beams reinforced with carbon nanotubes (CNTs) (B, BC2, BC4, BS1, and BS2). Results indicated that the textile-reinforced concrete panels displayed notably greater energy absorption capabilities post-failure under flexural loads in comparison to the control and CNT-reinforced panels. This enhanced performance was credited to the development of multiple cracking patterns in the textile-reinforced panels. The flexural behavior of the textile-reinforced panels was characterized by four discernible phases: a linearly increasing segment, a crack propagation phase featuring multiple cracking, a post-cracking phase with reduced stiffness, and ultimately, failure due to fabric rupture or debonding. Conversely, the control and CNT-reinforced panels exhibited a more brittle response post-initial cracking, with a limited number of cracks and reduced deformation capacity. The performance of the textile samples was largely unaffected by their specific characteristics, except for the fabric wrapping angle. The introduction of 0.04% CNTs marginally enhanced crack flexural resistance compared to the control and 0.02% CNT panels, owing to the varied distribution of CNTs within the matrix. Overall, the textile-reinforced concrete panels demonstrated superior load-bearing capacity, ductility, and energy absorption when compared to the other reinforcement techniques examined.

Combined Cuff Repair And superior Capsular Reconstruction reinforcement (CRACR) in patients with massive rotator cuff (re)tears. A Minimum 2-year clinical and radiological follow-up.

Due to the aging population, the number of symptomatic degenerative rotator cuff tears has increased substantially and some are challenging to repair due to poor tendon quality with significant retraction. In order to optimize repair integrity and function, rotator cuff repair reinforcement with a superior capsule reconstruction has been proposed. This study presents the results of a technique combining cuff repair and capsular reconstruction (CRACR) using acellular dermal allograft in patients with massive rotator cuff tears and retears. From December 2017 to July 2019 50 consecutive patients with previous failed rotator cuff repairs or primary surgery on poor tendon quality defined as massive rotator cuff tear (full thickness rotator cuff tears with 2 or more tendons involved), were treated with the CRACR technique and enrolled prospectively. Contraindications for the CRACR procedure were Hamada stage ≥ 3 cuff tear arthropathy and patient's preference for reverse total shoulder arthroplasty. Patients were reviewed at 3, 6, 12 and 24 months (American Shoulder and Elbow Surgeons (ASES) scores, Constant Murley Scores (CMS), Visual Analogues Scores (VAS), Oxford Shoulder Score (OSS), QuickDASH (QD)). Postoperative MRI scans were requested at 6 weeks, 3 months, 6 months, 12 months, and 24 months postoperatively to assess repair integrity. Mean age at surgery was 58.0 years (SD 8.1, range 41-79). Of the 50 patients, 14 patients (28.0%) had previous failed rotator cuff repair. From the 36 primary cases, 28 (77.8%) had massive rotator cuff tears and one (2.8%) a perioperative irreparable tear, while 28 (77.8%) patients had a subscapularis tear. At 2 years of follow-up all scores improved significantly (VAS 6.3 to 1.5; ASES 34.0 to 79.0; CMS 30.9 to 68.0; OSS 23.3 to 40.1; QD 56.2 to 20.3; all p<0.001). MRI scans were conducted at a mean of 14.4 months (SD 7.0, range 3-26) after surgery showing 6 isolated SCR failures and 5 isolated rotator cuff retears. In the short term the rotator cuff repair and superior capsular reconstruction reinforcement (CRACR) technique is a valid option for patients with massive rotator cuff tears and retears with a high chance of a postoperative retear due to poor tendon quality. Clinical results and repair integrity is promising. Longer term follow-up is ongoing to establish the efficacy of this procedure.

Analysis of Strengthening Beam Structure Case Study on Food Court Building of Ruang Terbuka Hijau (RTH) Project at Alun-Alun Kota Kediri

The Green Open Space (RTH) construction in Kediri City includes a food court building utilizing reinforced concrete structures. During construction, cracking issues occurred in several beam structures due to the inability to bear the design loads effectively, necessitating a strengthening approach. This study aims to develop and evaluate a strengthening method for cracked beam structures by employing concrete jacketing. The specific objective is to improve the structural integrity and load-bearing capacity of these beams to ensure the durability and safety of the building. A concrete jacketing technique was used to reinforce the cracked beams, utilizing K-300 ready-mix concrete and additional reinforcing steel. The study involved structural analysis to assess the load-bearing capacity before and after jacketing, and on-site evaluation was conducted to monitor the method's effectiveness. The findings indicate that the jacketing method significantly increased the beams' bending moment capacity and overall structural strength, successfully addressing the cracks and enhancing the beams' ability to bear the intended loads. The reinforced beams showed improved load distribution and structural resilience performance. Concrete jacketing proved to be an effective method for strengthening the cracked beam structures in the Green Open Space project. The study provides valuable insights for similar future construction projects, suggesting that concrete jacketing can be a reliable reinforcement technique to enhance the durability and safety of building structures.

Integrated Assessment of Survival, Movement, and Reproduction in Migratory Birds: A Study on Evaluating Reinforcement Success.

Conservation managers increasingly employ reinforcement techniques to bolster declining populations by reintroducing non-wild individuals born in captivity into natural habitats, but success rates remain modest. In this study, the success is evaluated of reinforcement efforts using satellite tracking and field observation data collected between 2010 and 2021. It focuses on 13 non-wild individuals, as follows: seven red-crowned cranes Grus japonensis, two white-naped cranes Antigone vipio, and four demoiselle cranes Anthropoides virgo, as well as five wild individuals including two red-crowned cranes and three white-naped cranes. The assessment criteria included survival, movement, and reproduction, utilizing a comprehensive scoring method. The scoring process indicates that more timely field observation records and the movement pattern scoring combining models and trajectories can improve the accuracy of estimation. From the results, although wild individuals generally achieve higher scores across these metrics, statistical differences were not significant possibly due to limited sample size. Notably, non-wild individuals frequently displayed residence, nomadic, or abnormal migration. In addition, field observations underscored the benefits of pairing non-wild individuals with their wild counterparts to enhance migration success. So in order to enhance migration success, it is advisable to release non-wild individuals approaching sexual maturity in proximity to wild subadult flocks during the breeding or summering periods. Additionally, during the overwintering phase, these individuals should be released in areas where wild populations are concentrated.

Endoscopic Cartilage Slice Reinforcement Technique for Anterior Perforation Repair with Anterior Canal Wall Protrusion.

Objective: To evaluate the outcomes and complications of the endoscopic cartilage slice reinforcement technique used on anterior margins for anterior perforation repair with anterior canal wall protrusion. Material and Methods: We conducted a prospective study on 38 cases of anterior perforation with anterior canal wall protrusion, treated using the endoscopic cartilage slice reinforcement technique from February 1, 2017 to August 29, 2023. The follow-up period was 6 months. Results: Of the 38 patients, medium perforations were present in 28.9%, large in 65.8%, and subtotal in 5.3%. The cause was mucosal chronic otitis media in 92.1%, traumatic perforation in 5.3%, and ventilation tube removal in 2.6%. The average operation time was 27.2 ± 4.6 minutes. The graft success rate was 94.7% (36/38) at 6 months postoperative. The average preoperative air-bone gap (ABG) was 19.8 ± 4.2 dB, and postoperative ABG was 8.6 ± 2.9 dB; this improvement was statistically significant (P < .001; paired-sample t-test). The ABG gain was 11.8 ± 5.1 dB, and the rate of successful surgery (postoperative ABG ≤ 20 dB) was 97.4% (37/38). No complications such as altered taste, vertigo, or tinnitus were reported, and no cases involved graft lateralization, significant blunting, graft atelectasis, graft adhesions, or effusion. However, myringitis was observed in 4 (10.5%) patients. Conclusion: The endoscopic cartilage slice reinforcement technique for anterior margins is a simple and effective method for repairing anterior perforations with anterior canal wall protrusion, achieving a high graft success rate, improved hearing, and minimal complications.

Development of A Workshop on the Topic of the Bionically Inspired Lightweight Design Method for 3D Printed Components

Additive manufacturing methods, particularly 3D printing, are widely utilized in research and engineering for crafting lightweight yet durable materials capable of withstanding substantial forces. Leveraging insights from biomechanical structures offers a deeper understanding of reinforcement techniques and optimal design strategies to enhance strength. This paper focuses on the development of a Draisine design, historically significant in Karlsruhe, as part of the BWSplus project "Drais3D-Trinational" workshop. Through a comprehensive analysis of bionic influences on lightweight design and 3D printing parameters, this study aims to create an optimal design framework for the workshop. Utilizing Computer-Aided Design (CAD) software such as SolidWorks and Creo Parametric, along with Finite Element Analysis using ANSYS R2023 Workbench, deformation and stress analysis are conducted. Investigation into 3D printing parameters, including infill patterns, temperature, support systems, and orientation, seeks to identify optimal solutions considering factors like processing time, robustness, and filament wastage. The objective is to explore the biomechanical influence on construction methods, concept design, and parameter construction in preparation for the Drais3D-Trinational workshop in March 2023. The expected outcomes include the presentation of two main designs with varied parameters, alongside analyses such as Finite Element Analysis and optimization of 3D printing parameters, emphasizing the role of bionic structures in defining the optimal Draisine design.

Composite Fiber Wrapping Techniques for Enhanced Concrete Mechanics

This study systematically investigates the enhancement effects of different fiber-reinforced polymer (FRP) materials on the axial compressive performance of concrete. Through experimental evaluations of single-layer, double-layer, and composite FRP reinforcement techniques, the impact of various FRP materials and their combinations on concrete’s axial compressive strength and deformation characteristics was assessed. The results indicate that single-layer CFRP reinforcement significantly improves concrete axial compressive strength and stiffness, while double-layer CFRP further optimizes stress distribution and load-bearing capacity. Among the composite FRP reinforcements, the combination with CFRP as the outer layer demonstrated superior performance in enhancing the overall structural integrity. Additionally, numerical analyses of the mechanical behavior of the reinforced structures were conducted using ABAQUS 2023HF2 finite element software, which validated the experimental findings and elucidated the mechanisms by which FRP influences the internal stress field of concrete. This research provides theoretical support and empirical data for the optimized design and practical application of FRP reinforcement technologies in engineering.

Effectiveness of jigsaw puzzle assisted visual reinforcement technique on toothbrushing knowledge, practices and clinical parameters of hearing and speech-impaired adolescents: A single-blind randomized controlled trial.

Oral health education (OHE) for hearing and speech-impaired (HSI) adolescents relies heavily on sign language. However, it is not effective in conveying oral health concepts due to communication barriers, resulting in suboptimal oral health outcomes. This study aims to evaluate the impact of the jigsaw puzzle assisted visual reinforcement (JPVR) technique on toothbrushing knowledge, practices, and clinical parameters among HSI adolescents. The study was carried out as a single-blind randomized controlled trial in a public school in Belagavi, India for a period of three months. The study included 95 participants who were randomly allocated into two groups. One group received sign language with JPVR technique, and the other group received only sign language. A self-designed 15-item closed-ended questionnaire (Cronbach's alpha value of 0.88; content validity ratio=0.85) was developed to assess the knowledge, and practices at baseline and 3 months. Plaque and gingival indices were also recorded. At the end of 3 months, the knowledge gained and practices improved in JPVR group were significantly higher compared to sign language group (p=.001). The mean plaque score was significantly lower in JPVR group than that in the sign language group (p=.001); however, gingival index did not show any statistically significant difference at 3 months. The current study demonstrated that OHE utilizing JPVR technique led to significant improvements in toothbrushing knowledge, practices, and plaque scores compared to that of conventional sign language. This promising strategy has the potential to be cost-effective and does not incorporate specialized sign language training for health professionals.

A standardized physician-modified endograft workflow utilizing the punch card technique and the Hungaroring reinforcement to treat complex abdominal aortic aneurysms

The physician-modified endograft technique is becoming widely accepted as an alternative to standard fenestrated endovascular aortic repair. We report a streamlined workflow based on a bifurcation endograft, using the punch card and the Hungaroring reinforcement, two novel additions to the armamentarium that might contribute to the safety and durability of such repairs. A cohort of 11 patients was treated with 43 vessels incorporated. The clinical success rate was 100%. No major adverse event or death was recorded at 30 days. The punch card and the novel reinforcement technique might improve the safety and durability of such repairs.

Design and numerical investigation of the 3D reinforced re-entrant auxetic and hexagonal lattice structures for energy absorption properties

Lattice Structures (LS) are widely recognized for their light weight and excellent mechanical properties. In this study, strut reinforcement technique is applied to enhance the energy absorption properties of 3D re-entrant auxetic (Aux) and hexagonal (Hex) LS. Numerical investigation using finite element analysis (FEA) was carried out to understand the mechanical and energy absorption properties of the novel designs through quasi-static compression test. The uniaxial loading results of the reinforced designs were compared to the traditional 3D hexagonal and re-entrant auxetic LS. In order to numerically simulate the mechanical behaviour of 3D printed LS, mechanical properties of experimentally studied PA2200 matrix material (manufactured via additive manufacturing) was used. Study of the mechanical behaviour of the 3D printed LS parts is essential because additive manufacturing has the capacity to fabricate the complex LS compared to conventional manufacturing processes, and innovative LS design can provide high specific strength of parts. The stress–strain and energy absorption curve results indicate that the purposed new designs are excellent choice for energy absorption properties at large strain. The findings of this study contribute towards the novel design of 3D hexagonal and re-entrant auxetic LS for superior mechanical strength and specific energy absorption properties.

Refinements in Clinical and Behavioral Management for Macaques on Infectious Disease Protocols.

Providing optimal clinical and behavioral care is a key component of promoting animal welfare for macaques and other nonhuman primates (NHPs) in research. This overlap between critical areas of management is particularly important for NHPs on infectious disease protocols, which often have unique challenges. For example, traditionally these NHPs were often housed alone, which can have behavioral and clinical consequences. However, in the past decade or so, considerable effort has been directed at modifying procedures in an effort to improve animal welfare for this group of NHPs. In this review, we examine some refinements that can positively impact the clinical and behavioral management of macaques on infectious disease studies, including increased social housing and the use of positive reinforcement techniques to train animals to cooperate with procedures such as daily injections or awake blood draws. We also discuss ways to facilitate the implementation of these refinements, as well as to identify logistical considerations for their implementation. Finally, we look to the future and consider what more we can do to improve the welfare of these animals.

Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels

Metro tunnels often experience uneven settlement of the soil beneath them during operation, a problem that is especially pronounced in soft soil layers such as silt. This uneven settlement negatively affects the operational safety of subways, prompting engineers to use soil reinforcement techniques to mitigate ground deformation. However, there is a lack of research on the cumulative deformation of reinforced soils under cyclic train loading. In this study, dynamic triaxial tests were conducted to obtain the deformation parameters of silty reinforced soils under cyclic loading. The principal dynamic relationship was summarized, and the effect of loading frequency on soil deformation was analyzed. The results indicated that as the loading frequency increased, the cumulative deformation of the soil decreased. Using the dynamic constitutive relationship derived from the tests, the finite element method was employed to model the interaction system between the load, tunnel, and strata, as well as the dynamic modulus attenuation behavior of the reinforced soil layer. This approach was used to investigate the cumulative deformation characteristics of reinforced soils under cyclic loading. The findings indicated that the dynamic modulus of the reinforced soil decayed rapidly at the beginning of the loading period, leading to an accelerated increase in the cumulative deformation. Additionally, the cumulative deformation was measured at different train speeds, revealing that when the speeds exceeded 80 km/h, the cumulative strain of the soil increased gradually with speed.

Innovative reinforcement techniques for optimizing the performance of shallow, wide beams in reinforced concrete structures

Innovative reinforcement techniques for optimizing the performance of shallow, wide beams in reinforced concrete structures

Experimental analysis of the bond-slip characteristics between CFRP and natural stone masonry units

Purpose Although the reinforcement of concrete and brick masonry with fiber-reinforced polymer (FRP) has been extensively researched, its application and impact on natural stone, especially in historic preservation, have received less attention. This study aims to examine the bond-slip characteristics of carbon fiber-reinforced polymer (CFRP) with two types of natural stone masonry, aiming to enhance their effectiveness in reinforcing historic structures. The stones studied include one from the Chouf-Lekdad region (A) and another from a historic structure in Sétif City (B). Both stones were strengthened using CFRP and carbon fiber fabric (CFF) through near-surface mount (NSM) and external bonding (EBR) techniques. Design/methodology/approach The interaction was assessed during the pull-out test by analyzing the stress transfer mechanisms, adhesion and deformation. This study also examines the effects of the following parameters on the bond between CFRP and stone: type of stone (A and B), type of reinforcement (plat CFRP and CFF), various notch shapes and sizes (bp, tp and Lb), and reinforcement techniques (NSM and EBR). Findings This study demonstrated the practicality and effectiveness of enhancing natural stone masonry of old buildings by integrating NSM and EBR techniques with CFRP. With a bond length of 30 mm, the pull-out force correlates with the strength of the stone. This indicates the importance of stone strength in obtaining better adhesion. The CFF–resin interface is more cohesive than the CFRP plate–resin interface because the resin penetrates the flexible CFF strip, ensuring better adhesion. In contrast, the CFRP plate interface is rigid and smooth. The results suggest that natural stone–CFRP adhesion is more effective than CFRP bonded to concrete and brick masonry due to the stone's strong resistance. Originality/value This experimental investigation provides new study into the bond-slip behavior of CFRP-reinforced natural stone masonry, filling the gap in existing research. The findings offer useful direction for creating FRP strengthening solutions that are specifically adapted to the properties of natural stone used in historic constructions. This study helps to improve preservation procedures by guiding the selection of reinforcing techniques, such as NSM versus EBR, and finding ideal bond lengths. This work's novelty stems from its ability to improve the structural integrity of culturally significant buildings while preserving their historical authenticity.