Thick Steel Plates Research Articles

Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system

Recently, a new steel-UHPC composite deck system is used for long-span bridges, which uses the perfobond rib (PBL) shear connectors with a thinner steel perforated plate. Because the steel perforated plate is thinner, its failure mode may be different from that of thicker steel perforated plate. To explore the shear behavior of PBL shear connectors in this new composite deck system, five sets of ten specimens are tested in this study. The parameters of the hole diameter, D, the traverse rebar diameter, ds, and the perforated steel plate thickness, ts are considered. The failure modes, strain development versus loading, and some mechanical indexes are discussed. The experiments show that the PBL shear connector with a thinner perforated steel plate causes a shear failure, while the thicker one results in bending or bending-shear failure. According to FE (finite element) analysis, the orthogonal analysis is conducted to investigate the effect of each parameter and their interaction on the mechanical behavior. It is found that the ultimate capacity and stiffness are the most sensitive to the diameter of the traverse rebar, ds, and the perforated steel plate thickness, ts. In addition, a theoretical formula is proposed to predict the bearing capacity of PBL shear connectors. The proposed formula considers the relationship between shear strain and the dilation angle for the first time. The results show a good agreement with the experiments. The study in this paper provides a good reference for the application and optimization of PBLs with a thinner steel perforated plate in new steel-UHPC composite deck system.

Design and study of novel square electromagnetic sensing based on stepped eddy current thermography

Nondestructive testing of internal corrosion defects is a key task to evaluate whether the material is repaired and replaced. In this paper, a novel square ferrite magnetic open sensing structure is designed for detecting volumetric corrosion defects on the inner surface of oil and gas storage tanks. A theoretical model of the structure is developed and the characteristics of the guided distribution of the electromagnetic field are resolved. The proposed model provides a region of interest with a uniform magnetic field. This greatly improves the detectability and thermal comparison of corrosion defects on the inner surface. In addition, the inspection is performed under weak excitation conditions and in the full open field of view of the infrared camera. This configuration greatly improves the portability and efficiency of workpiece inspection. Several open architecture sensors are evaluated and compared regarding temperature rise uniformity, model passability, and lightweight level. Meanwhile, the geometrical parameters of the square sensor, the operating parameters, and the material properties of the detected samples are investigated, including the coil height, the cross-arm length, the lifting distance, the operating frequency, the relative magnetic permeability of the sample, and the electrical conductivity of the sample. Finally, the detection capability of the sensors was verified through experiments with different steel plate thicknesses and defect morphologies.

Influence of stiffeners on acoustic emission monitoring of ship structures

Naval vessels are valuable assets that are expensive to build and maintain. Predictive maintenance is crucial to enhance efficiency and operability and to extend the service life of these structures. Fatigue is regarded as one of the main damage modes affecting the structural integrity of ship structures. Fatigue cracks can develop at the intersections of stiffeners and other structural elements, without being detected until they substantially grow, introducing a degree of uncertainty in the estimation of the fatigue damage. Acoustic emission (AE) is a passive ultrasound method for the detection and localization of different types of damage. AE is sensitive to crack propagation and can cover large areas, making it suitable for structural health monitoring of ship hulls. However, for accurate fatigue crack detection via AE it is crucial to understand how ultrasound waves interact with structural members i.e. stiffeners and longitudinal frames. Dispersion, scattering, reflection, and multimodality have so far hindered the application of AE in this context. This study aims to assess ultrasound wave behavior in ship structures in the presence of structural elements such as stiffeners and longitudinal/transversal frames. It investigates the ultrasound wave transmission dependence on source frequency and angle of incidence using spectral finite element (SEM) simulations and experimental measurements. The experimental setup includes a 10mm thick steel plate with a stiffener and a longitudinal beam (Figure 1). Pairs of sensors are placed on each side of the stiffener to record the incoming and transmitted waves, and to determine the transmission coefficient. By combining the results of both simulation and experiments, an expression for the transmission coefficient as a function of different frequencies and angles is presented. The results of this study can be used to maximize the coverage of AE monitoring systems and enhance their sensitivity for detection of fatigue cracks on ship structures.

Contrast-based notch-to-crack transfer function for digital radiography

To simulate cracks, a series of slits with depths ranging from 17.2% to 40% of 301 stainless steel (SS) plate thickness are fabricated for this study. The examination includes a microfocus X-ray tube and a digital detector array (DDA) with 75 ??m pixel pitch. The basis of this study is to determine the effect of detector scintillator blur, noise and pixelation on the contrast of the resultant radiographic image and, ultimately, on the detectability of a crack. Many crack detectability studies are performed on notched plates rather than true cracks. As the notch width becomes smaller than a pixel, the grey value of the image it generates will be averaged over the entire footprint of the pixel. Therefore, the contrast with neighbouring (no notch) pixels is reduced. This study develops a relationship between the material property, detector parameters, notch geometry and expected contrast that would result from the radiograph image. This relationship can be used as a transfer function towards evaluating the resultant contrast from a notch and extrapolating the results towards a hairline crack.

Experimental studies of the explosion resistance of steel plate with an energy-absorbing layers

The aim of this paper is to examine explosion resistance of a composite structure which consists of the steel plate and energy-absorbing layers. With this end, an experimental study of the deformation of 2-3 mm thick steel plates containing different protective layers, namely, an aluminum honeycomb plate, an aluminum sheet, tubular core, polyurethane foam, or an aramid fabrics layer, subjected to explosion generated air shock wave load, has been carried out. At the initial stage of testing, absorbing properties of various composites were examined under relatively low intensity dynamic loads (820 kPa). The dynamic response was assessed by applying bending attenuation and plate center acceleration attenuation factors. This was followed by testing sandwich structures under critical load conditions, when the plate was demolished or subjected to a substantial residual deformation. The study has shown that the composite containing an aluminum honeycomb plate has higher explosion resistance as compared to other tested composites. The proposed design ensures retention of explosion resistance under relatively high dynamic impacts at a reduced distance W = 0.46 m/kg1/3.

Effect of Fiber-Laser Parameters on Cutting Accuracy of Thin and Thick S355JR Structural Steel Plates

Fiber lasers, the latest laser-cutting technology, are notable for their high process efficiency, cutting precision, and high cutting quality for thin materials. However, the quality of the cut significantly decreases when machining thicker materials. For now, this is a challenge for the metalworking industry. This study investigated the effects of laser power, cutting speed, and auxiliary gas pressure on the fiber-laser cutting quality of 4 and 6 mm thick S355JR steel plates. To evaluate the influence of cutting parameters on cutting quality, surface roughness, dimensional accuracy and cut taper were measured. A microscopic analysis of the laser cuts was performed, revealing the heat-affected zone, transition zone and unaffected base-material zone. Research results show that laser cutting is a complex process, and the correct choice of cutting parameters greatly influences the cutting performance and final quality. An artificial neural network was created and trained using the results from measuring the quality characteristics to achieve optimum cutting quality. The accuracy of the optimization model was assessed by control samples, which were cut using calculated optimum parameters. The actual values of the quality characteristics only slightly differ from the predicted values, showing that the optimization model is suitable for selecting cutting parameters.

Numerical parametric study on ultimate load of precast concrete piers with demountable connections

To investigate the flexural capacity of precast piers with demountable steel-concrete composite connection, based on the model test, the refined finite element model was developed. The flexural capacities were compared between cast-in-place (CIP) piers and precast piers with different parameters including the thickness of base steel plate and notched perfobond connector, material strength, open-hole size of base steel plate, height of jacket, and axial compression ratio. The results show that the flexural capacity of concrete precast piers with rationally designed connections should not be lower than that of CIP piers. The cracking load and flexural moment-axial compression ratio curve can be evaluated as CIP piers. The ultimate flexural capacity is positively correlated with the base steel plate thickness and jacket height. The notched perfobond connector and the stiffeners set on the base steel plate can effectively improve the flexural capacity and optimize the shape of yielding line of base steel plate. The steel strength should be greater than 300 MPa in order to ensure that the steel connection yields later than the longitudinal reinforcement. Finally, the simplified model of base steel plate and the influence mechanism of the steel plate are discussed. This paper provides reference for the design of the proposed piers and other similar connections.

Experimental, theoretical, and numerical evaluation of innovative precast-slab-joint connections under tensile scenarios

Four innovative mechanical connectors designed for improving the integrity of untopped flat diaphragms are proposed. Compared to traditional connectors, the innovative connectors avoid premature weld tearing, possess higher strength and ductility, which are not only suitable for double-tees but also applicable to untopped flat slabs with lower structural heights and smoother undersides. This allows for greater story heights or more stories within the same building height, which is important in driving the development of fully assembled structures. This paper summarizes the tensile performance of innovative connectors observed during the cyclic loading scenarios. Four sets of single-slab experiments were conducted, with each set consisting of a pair of connectors. Based on experimental findings, the theoretical formulas for connection strength and stiffness were provided. Connector optimization was performed in conjunction with the failure modes. Finally, using numerical simulation techniques, a parameter analysis was conducted on the influence of steel plate (or rebar) thickness (or diameter) and material strength on the resistance and deformability of innovative connectors. The results indicated that innovative connectors fully developed the ductility of steel and achieved a ductile failure mode. The strength and deformability of optimized connectors were improved due to the strong anchoring of L-shaped steel plate. The thickness (or diameter) of steel plate (or rebar) and the steel grade significantly impacted the tensile performance of the connectors. Design and application recommendation were proposed for innovative connectors.

Investigations into mechanical properties of 50 and 70 mm thick high strength S690 butt-welded sections

A comprehensive investigation into the mechanical properties of 50 and 70 mm thick high strength S690 steel plates and their butt-welded sections under tension was presented in this paper, and a total of 40 tensile tests were conducted. Firstly, a total of 18 proportional coupons with circular cross-sections were extracted at three different layers within the plate thicknesses. Tensile tests on all of these coupons were carried out to obtain their mechanical properties, and their variations across the plate thicknesses were also examined. Secondly, submerged arc welding was adopted to prepare butt-welded sections between these thick steel plates with various heat input energy. Micrographic examinations on typical heat-affected zones of the welded sections were also performed. Standard tensile tests on a total of 22 proportional coupons with rectangular cross-sections were carried out to obtain their mechanical properties, and the full range deformation characteristics of these coupons were assessed and compared, in particular, their tensile strengths and elongations at fracture. This paper presents important experimental evidence on the mechanical properties of these high strength steel plates of practical thicknesses in construction, and also of their butt-welded sections. It is demonstrated that there is little or even no reduction in their mechanical properties of these butt-welded sections, provided that the welding processes are properly controlled according to established welding practice. Hence, full strength butt-welded sections between these thick high strength S690 steel are readily achieved in practice, similar to those of the commonly adopted S355 steel. These important findings are contrary to general understanding as many researchers and engineers consider that the mechanical properties of these high strength S690 steel are reduced significantly after welding, irrespective of their plate thicknesses.

Revealing the failure mechanism of industrial Fe-25Cr-20Ni stainless steel plate: Fine-grained segregation band and brittle phase induced delamination cracking

The use of heat-resistant stainless steel thick plates in industrial production often presents challenges due to the presence of uneven microstructure and segregation, which can pose a persistent challenge for the prolonged safe operation of critical components made from such materials. This study aimed to investigate the fracture mechanism of an industrial Fe-25Cr-20Ni stainless steel plate at room temperature through uniaxial tensile experiments and fully reversed strain-controlled tension-compression fatigue experiments. Delamination cracks were observed on the fracture surfaces of both experiments. The specimens with fracture delamination were systematically studied by detailed microstructural evolution, and the failure mechanism and main reasons of fracture delamination were analyzed. The results show that the fracture delamination is related to the fine-grained segregation band (FGSB) consisted of fine grains and sigma phase located at the center of the thickness of the stainless-steel plate. The FGSB demonstrates low transgranular and intergranular fracture modes and exhibits bamboo knobs crack during plastic deformation, leading to a mixed fracture mode of ductile and brittle fracture. Furthermore, FGSB, as an anisotropic microstructure, which has a high stress concentration with nearby grains during plastic deformation. The sigma phase fracture and the weakening of the interface strength of the microstructure in FGSB provide a potential initiation site for fatigue crack initiation, thereby contributing to the possibility of aggravating fatigue damage and deteriorating fatigue performance. It is concluded that FGSB, as a metallurgical defect in stainless steel plates, is responsible for delamination failure.

Experimental analysis of RC and SPRC squat shear walls

Squat shear walls employed in nuclear power plants and high-rise buildings often undergo shear failure and exhibit poor ductility. The introduction of built-in steel plate improves the bearing capacity and ductility of shear walls. In this study, experiments were conducted to investigate the bearing and deformation capacity of squat steel plate reinforced concrete composite walls (SPRCW) and traditional reinforced concrete walls (RCW). Key parameters included the axial compression ratio, thickness of steel plates, and loading procedures. Specimens with axial compression ratio of 0.5 demonstrated high bearing capacity and poor ductility with sudden failure. Compared with RCWs, the bearing capacity of SPRCWs with 2 mm and 4 mm thickness steel plate was improved by 13 % and 40 %, respectively, whereas their ductility decreased by 29 % and 4 %, respectively, due to sudden welding failure. The bearing capacity of asymmetric-loaded specimens was slightly smaller than that of symmetric-loaded specimens, however, the ductility of asymmetric-loaded specimens was approximately 15 % greater than that of symmetric-loaded specimens, indicating that the overall damage to concrete significantly impacts ductility. Principal strains calculated from strain gauge rosettes revealed the failure path of SPRCW beginning in the interior of the wall and gradually expanding to the surface. Finally, calculation formulas for the bearing capacity of SPRCW were compared based on the experimental data. The values predicted by JGJ 138 were close to the experimental results, whereas AISC 341 was more conservative.

Lateral Performance Analysis of Trapezoidal Orthogonal Stiffened Steel Plate Shear Walls

This paper introduces a trapezoidal orthogonal stiffener steel plate shear wall (TSW). The finite element model of the TSW was developed following the validation of low-cycle repeated tests conducted on a single-span double-layer steel plate shear wall. The paper studies the effects of the flat steel plate thickness, stiffener thickness, stiffener height, and stiffener bottom width on the seismic performance of TSW. Building upon these findings, a theoretical formula for the ultimate shear capacity of TSW was developed. The results prove the following: (1) By changing the flat steel plate thickness, the stiffener thickness, and the stiffener height, the seismic behavior of TSW can be enhanced. It is suggested that the flat steel plate thickness is 4~6 mm, the stiffener thickness is 4~6 mm, and the stiffener height is not more than 60 mm, while the effect of the stiffener bottom width on the seismic behavior of TSW can be neglected. (2) The maximum error is 22.16%, compared to the theoretical value of TSW ultimate shear capacity with the finite element simulation value. However, as the finite element results surpass the test results, it indicates that the formula-derived results are unsafe, necessitating a recommendation for correction.

Research on the welding process of Q355ND thick plate with narrow gap double wire submerged arc welding

Abstract Aiming at the problems of low welding efficiency and unstable quality of thick plates of marine equipment in offshore deep-water areas represented by offshore wind power, the high-efficiency welding process of narrow-gap double-wire submerged arc welding of 30 mm thick Q355ND low alloy high-strength steel plate was developed by selecting the suitable welding material and welding process parameters. The results show that the welded joint has a beautiful appearance, well-fused sides, and no defects. The structure of the heat-affected zone of the joint is mainly composed of pro eutectoid ferrite, acicular ferrite, bainite, and a small amount of pearlite. The center of the seam is composed of a large amount of massive ferrite and a small amount of bainite. The average tensile strength of the joint reaches 536.5 Mpa, and the average impact energy of the weld center at -20°C reaches 48.4 J. The average impact energy of the heat-affected zone reaches 164 J. All physical and chemical performance tests meet the standard requirements. The development of welding processes has important practical significance for improving production efficiency and product quality. It will be widely used to construct offshore wind power towers, offshore platform jackets, and other offshore deep-water engineering equipment.

Blast protection of vehicle underside through fireball extinction by water

The aim of this research is the study of blast mitigation using water within the context of underbelly vehicle protection. The interaction of a shock wave generated by an explosive charge, with a relatively small quantity of water, in a vehicle underside environment has been investigated. The simulant vehicle underside was almost a cube with open side faces and a volume of about 7 m3. The deformation of target plates bolted onto the vehicle simulant floor was assessed. These were either unprotected or protected by plastic bags filled with water. Three quantities of water were tested: 4, 10 and 15 kg. Both the residual deformation of the test plate and the maximum dynamic deformation were assessed. This latter was obtained by the squeezing of a hexagonal aluminum tube and by digital image correlation. The results showed that both deformations, residual and dynamic, of a 5 mm thick steel plate decreased when it was protected by water. Water was more effective in reducing deformation parameters than using an equivalent mass of steel. The protective effect of water was also tested with a 1 kg TNT equivalent charge in a steel-pot on a 5 mm thick armor plate. In this case as well, it could be shown that for both deformations – residual and dynamic - the armor plate was less deformed when protected by water.

Analysis of Pedestrian Steel Bridge Subjected the Seismic Load And Wind Load Using Damper at Different Span

A Pedestrian steel truss bridge model was created by using structural analysis by software. With the similar loading and support condition the 3D model was analyzed for different span like 20m, 25m,30m the basic emphasis has been given decreases the response of structure member by providing damper at different span I section Girder, steel plate thickness. Steel girder and M40 grade of concrete is used for column section in Etab software. The dynamic loading caused by moving pedestrian and earthquake and wind load, Excessive vibration in footbridges usually occurs when they are subjected to rhythmic dynamic loads caused by human activities like walking and running. In order to mitigate the human induced vibrations in footbridges, an increase in the damping ratio is often suggested as the most economical approach. Tuned mass dampers have been widely used for this purpose, however, their installation and maintenance costs are high. This has encouraged researchers to examine the efficiency of the other types of dampers. Viscoelastic dampers have been successfully employed for vibration mitigation of structures against wind and earthquake loads.

Effect of current waveform in MIG arc on weld bead formation in plasma-MIG hybrid welding

Plasma-metal inert gas (MIG) hybrid welding enables to join thick steel plates in single pass. However, arc coupling occurring between the plasma and MIG arcs disturbs its heat source characteristics, lowering the welding quality. This arc coupling phenomenon is not yet understood due to the complexity. This study aims to clarify the effect of current waveform of arc on weld bead formation according to the arc coupling in plasma-MIG hybrid welding. The metal transfer characteristics and bottom side weld pool were observed for direct current (DC) and pulse-MIG current waveforms. In addition, Ni element was used for visualizing the transport process of high-temperature molten metal provided by MIG welding within the weld pool. From these results, the effects of differences in MIG arc current waveforms on heat and mass transport processes within the weld pool and also on weld bead formation on the bottom side through changes in the occurrence of arc coupling were discussed. As a result, it was clarified that the droplets after detachment from the wire were transferred to the weld pool surface under the wire tip for DC MIG current, while those were transferred along the wire axis to the weld pool surface behind the keyhole for pulse-MIG current. When the droplet was transferred to the weld pool region with the forward flow such as the pulse-MIG current case, the heat was transported to the bottom side together with the counter-clockwise eddy behind the keyhole, strongly contributing to increasing the penetration depth. In the case of pulse-MIG current, the plasma arc is oscillated due to the arc coupling. According to this oscillation, the accumulation of molten metal behind the keyhole is prevented to suppress the humping bead formation. Consequently, pulse-MIG current was found to be suitable for increasing the penetration depth and suppressing humping bead formation on the bottom side comparing with DC MIG current.

Mechanical Characteristics of Cracked Lining Reinforced with Steel Plate–UHPC Subjected to Vertical Load

The steel plate reinforcement method is widely used for strengthening damaged linings. Nevertheless, low durability is one of the disadvantages of the steel plate reinforcement method, which uses epoxy resin as the interface binder. To enhance the load-bearing performance and strengthening effect of steel-plate-reinforced structures, this study introduced ultra-high performance concrete (UHPC) as the reinforcing bonding layer and proposed a novel method for steel plate–UHPC reinforcement of cracked linings. A mechanical performance model test was conducted on a 1/5 scale lining model using a loading test device to evaluate the load-bearing performance and stress deformation of both conventional steel plate and steel plate–UHPC reinforced cracked linings. The characteristics, mechanisms of failure, and impacts of strengthening of the steel plate reinforcement method and steel plate–UHPC reinforcement method for cracked linings were compared. A numerical simulation model was developed to investigate the reinforcement effect of cracked linings using steel plate–UHPC reinforcement. The analysis included examining the influence of steel plate thickness, UHPC bonding layer thickness, and reinforcement timing. Model test results show that the overall damage mode of the steel plate–UHPC-reinforced structure had good elastic–plastic behaviour, and the deformation and damage process under the vertical concentrated load can be divided into four typical phases. Compared with the traditional steel plate reinforcement, the ultimate load-carrying capacity and ductility of the steel plate–UHPC-reinforced structure were increased by 53% and 366%, respectively, showing significantly better load-carrying capacity and deformation performance. Numerical simulation results show that the reinforced structure’s load-carrying capacity and stiffness enhancement rate increased non-linearly with the increase in UHPC layer thickness and steel plate thickness. However, reasonable reinforcement timing exists for steel plate-UHPC reinforcement, and too late reinforcement timing leads to a decrease in structural load-carrying capacity and stiffness enhancement rate.

Seismic performance of the WCFTC-beams joint with high-strength double-side plates

This research presents a novel joint design for wall-type concrete filled steel tube (WCFTC) beams, integrated with high-strength double-side plates, resolving the problem of traditional side plate extending from the wall and interfering with wall panel installation. The study synthesizes a reliable finite element (FE) model corroborated by previous experimental analyses, enabling a detailed parametric study on the dimensions of the side plates. Comprehensive analysis assessed the impact of steel plate thickness and material strength on the joint's seismic properties, uncovering that the innovative joint design reduces steel usage while maintaining load capacity. Subsequent full-scale testing of prototypes under cyclic loading revealed the failure modes and hysteresis responses, which exhibited notable energy dissipation reflected in ductility coefficients exceeding 3.0. The study also identifies the plastic hinge location to be at a distance ranging from 1.0 to 1.5 times the beam's height from the column's edge, validating the efficacy of the joint design categorized as full-strength or rigid. Furthermore, comparative assessments of Q690D and Q460C steel plates indicated similar performance, suggesting a flexibility in high-strength material choice without loss of joint integrity. The culmination of the study is the proposal of a clear and actionable design method, predicated on the synthesized findings, offering a pragmatic reference for designers and engineers in the field. This method aims to streamline the adoption of this advanced joint construction for enhanced seismic resilience in structural applications.

INVESTIGATION OF STEEL ANGLE AND PLATE CONFINEMENT ON CONCRETE UNDER AXIAL LOAD USING DIFFERENT AGGREGATE

Steel and concrete are frequently used to construct composite structures, making steel-concrete composites the most common choice. This research aims to compare the confinement effects observed in stone aggregate, brick aggregate, and recycled brick concrete. This analysis evaluates the impact of various thicknesses of steel angles (3mm and 4mm) and steel plates (3mm and 4mm) on the confinement effect. Each aggregate is studied using 18 cube specimens: six with 3mm steel angle confinement, six with 4mm steel angle confinement, and six without steel angle and plate confinement. This study employed Portland Composite Cement and coarse sand at 1:2:4 and 0.45 water-cement ratios. The concrete is carefully built to meet specifications and retain the slump value. Compressive strength testing is conducted on the concrete specimens at the 28-day and 60-day intervals. Simultaneously, the composite cubes are assessed for their suitability for confinement and vertical displacement. The findings reveal that stone aggregate with steel plate confinement demonstrates the highest compressive strength. Specifically, the compressive strength in stone aggregate with steel plate confinement is 3.04 and 3.52 times greater after 28 days and 60 days, respectively, compared to specimens without confinement.

INVESTIGATION OF STEEL ANGLE AND PLATE CONFINEMENT ON CONCRETE UNDER AXIAL LOAD USING DIFFERENT AGGREGATE

Steel and concrete are frequently used to construct composite structures, making steel-concrete composites the most common choice. This research aims to compare the confinement effects observed in stone aggregate, brick aggregate, and recycled brick concrete. This analysis evaluates the impact of various thicknesses of steel angles (3mm and 4mm) and steel plates (3mm and 4mm) on the confinement effect. Each aggregate is studied using 18 cube specimens: six with 3mm steel angle confinement, six with 4mm steel angle confinement, and six without steel angle and plate confinement. This study employed Portland Composite Cement and coarse sand at 1:2:4 and 0.45 water-cement ratios. The concrete is carefully built to meet specifications and retain the slump value. Compressive strength testing is conducted on the concrete specimens at the 28-day and 60-day intervals. Simultaneously, the composite cubes are assessed for their suitability for confinement and vertical displacement. The findings reveal that stone aggregate with steel plate confinement demonstrates the highest compressive strength. Specifically, the compressive strength in stone aggregate with steel plate confinement is 3.04 and 3.52 times greater after 28 days and 60 days, respectively, compared to specimens without confinement.