Mechanical Properties of Side-Pressed Laminated Bamboo Lumber Based on Ultrasonic NDT Technology

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The aim of this study was to investigate the relationship model between the ultrasonic propagation velocity and the mechanical property of side-pressed laminated bamboo lumber (SPLBL), as well as to provides a theoretical basis for non-destructive ultrasound testing on the mechanical properties of SPLBL. Taking SPLBL as the research object and using a microsecond ultrasound measuring instrument, the ultrasonic propagation velocity in SPLBL and small specimens was obtained through the ultrasonic propagation measurement test, and a contour distribution map of the ultrasonic propagation speed of SPLBL was drawn. After that, the flexural elastic modulus and flexural strength of the small specimens were obtained through the three-point bending test, and regression analysis was performed on the relationship between ultrasonic propagation velocity and flexural modulus and flexural strength. There were significant differences in the contour distribution of ultrasonic wave velocity obtained for each SPLBL sample, indicating that there may be differences in the gluing effect, resulting in certain differences in the mechanical properties. The higher the velocity of ultrasonic wave propagation, the better the gluing effect or mechanical properties of SPLBL. A good correlation was found between ultrasonic wave velocity and the flexural elastic modulus and flexural strength of small specimens (coefficient of determination R2 = 0.52 and 0.46, respectively). This shows that ultrasonic wave velocity can reasonably predict and evaluate the flexural elastic modulus and flexural strength of small specimens. A good correlation was also found between the dynamic elastic modulus and flexural elastic modulus of small specimens, with an R2 for both of 0.55. This shows that it is also possible to reasonably predict and evaluate the flexural elastic modulus by measuring the dynamic elastic modulus of small specimens. Non-destructive ultrasonic testing technology is a potentially effective means to reasonably predict and evaluate the mechanical properties of SPLBL.

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Impact Resistance Behavior of Reinforced Concrete Beams Deteriorated due to Repeated Freezing and Thawing
  • Dec 23, 2020
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  • Yusuke Kurihashi + 2 more

Many existing reinforced concrete (RC) structures constructed more than 50 years ago now require maintenance. This is especially true in cold, snowy regions where significant frost damage deterioration of RC structures becomes a severe problem. In this study, falling-weight impact tests were performed to investigate the impact resistance behavior of RC beams degraded by frost damage. An RC beam was subjected to approximately 900 freeze-thaw cycles to emulate the frost damage before the execution of the impact test. The surface of the beam was remarkably scaled, and its coarse aggregate was exposed. The degree of deterioration was evaluated by the distribution of ultrasonic propagation velocity. The following conclusions were drawn. (1) The ultrasonic propagation velocity of RC beams was significantly reduced following 872 freeze-thaw cycles. At the upper edge of the RC beam, the ultrasonic wave propagation velocity decreased from 4,000 m/s to 1,500 m/s in some parts. This corresponds to a relative dynamic elastic modulus of approximately 14%. (2) The residual deflection of RC beams with frost damage increased at most by 20% compared with beams without frost damage. The increase in residual deflection was primarily related to the peeling of concrete at the collision site and the opening of multiple bending cracks. (3) According to the existing residual deflection calculation formula, an increase of 20% in the residual deflection corresponds to a decrease of about 17% in the bending capacity of the RC beam. When the relationship between the degree of frost damage deterioration and the impact resistance of RC structures is defined, existing structures subjected to accidental impact force from rockfalls are safer and can be maintained more efficiently.

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Acid Effects on the Physical Properties of Different CAD/CAM Ceramic Materials: An in Vitro Analysis.
  • Aug 19, 2020
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Acid Effects on the Physical Properties of Different CAD/CAM Ceramic Materials: An in Vitro Analysis.

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Mechanical Properties Evaluation of Three Different Materials for Implant Supported Overdenture: An In-Vitro Study.
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  • Mona Gibreel + 3 more

Aim: the aim of this study was to compare the flexural strength and elastic modulus of three-dimensionally (3D) printed, conventional heat-cured, and high-impact implant-supported overdenture materials specimens. Materials and Methods: Thirty implant-supported overdenture materials specimens (bar-shaped, 65.0 × 10.2 × 5.1 ± 0.2 mm3) with one central hole were fabricated using 3D-printed, heat-cured conventional, and high-impact denture base resins (n = 10/group). Autopolymerizing acrylic resin was used to attach titanium matrix housings to the central holes of the specimens. A three-point bending test was conducted using a universal testing machine and a model analog with a crosshead speed of 5 mm/min. The indicative flexural strength and elastic modulus were recorded. Data were statistically analyzed using analysis of variance (ANOVA) and the Tukey tests at α = 0.05. Results: One-way ANOVA revealed a significant effect of denture base material on the flexural strength (p < 0.001) but not on the elastic modulus (p = 0.451) of the evaluated materials. The flexural strength of the 3D-printed specimens (95.99 ± 9.87 MPa) was significantly higher than the conventional (77.18 ± 9.69 MPa; p < 0.001) and high-impact ones (82.74 ± 7.73 MPa; p = 0.002). Conclusions: The maximum flexural strength was observed in the 3D-printed implant-supported overdenture material specimens, which might indicate their suitability as an alternative to the conventionally fabricated ones. Flexural strength and elastic modulus of conventional and high-impact heat-cured implant-supported overdenture materials specimens were comparable.

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