## 6 Conclusions  
This paper presents a bio-based environmental protection board composed of bamboo as the main body, MOC as the adhesive, and glass fiber mesh cloth as reinforcement. The board binder is MOC, which was formulated by adding 20% FG, and the density of the glass fiber cloth is 12 \(\times\) 12/cm\({}^{2}\). Through the testing and simulation of the mechanical properties of the fiber-reinforced bamboo board, as well as numerical simulation analysis of walls and floors made of fiber-reinforced bamboo board, the following conclusions can be drawn:  
Figure 18: Load–displacement curve. In the mechanical property test of MOC, the mechanical properties of MOC were optimized when FG content reached 20%. At this moment, the bending strength and compressive strength of the specimen cured for 28 days were 7.35 MPa and 54.25 MPa. This paper does not analyze the integration situation and physical properties of glass fibers but only studies the mechanical property tests of the composite. The experimental results show that the bending strengths of the plate section in the direction of and perpendicular to the bamboo fiber were 15.71 MPa and 34.64 MPa, respectively. The mechanical properties of the plate thus exhibit anisotropy. 2. The numerical simulation of the board and the wall and floor modules indicates that when a 25 kN/m line load is applied in the vertical direction of the board bamboo fiber, the maximum Mises value is 33.74 MPa, with an error of approximately 2.6% compared to the test. When a 10 kN/m line load is applied to the board along the bamboo fiber direction, the maximum Mises value is 14.52 MPa, with an error of about 7.6% compared to the test. Additionally, the strain distribution of the components obtained by finite element simulation aligns well with that in the test. 3. The simulation of the fiber-reinforced bamboo floor slab shows that the maximum deflection in the span of the floor slab meets the requirements. However, the maximum Mises stress is located on the grid plates, which is the weak part of the structure, making it difficult to meet the corresponding strength requirements. Given that there are no relevant specifications for this type of structure as a reference, high professional quality is required of engineering designers. Therefore, it is not recommended to use it as a floor. If there are relevant requirements, structural design should be completed by a professional design team, along with material experiments and structural loading tests. 4. The simulation results indicate that the Mises stress at the bottom of the wall reaches 34.25 MPa when a compressive load is applied, meeting the design value of the compressive strength obtained from MOC testing. Under wind load conditions, the maximum Mises stress reaches 7.216 MPa, which does not exceed the ultimate strength, indicating that the board can function normally under gusty wind loads. The maximum deflection of the wall under wind load is 1.024 mm, which can align with the normal use requirements. This suggests that the wall modules made from this material can be applied as a load-bearing wall in buildings up to two stories high. 5. The analysis of lateral force resistance reveals that structural stiffness decreases when the lateral concentrated force reaches 29 kN. Considering the material characteristics of the fiber-reinforced bamboo board, the yield displacement is defined as the maximum displacement at the end of the elastic stage, with a value of 0.6773 mm. The ultimate lateral resistance of the fiber-reinforced bamboo wallboard is 29 kN, indicating significant lateral force resistance. The glass fiber-reinforced bamboo board proposed in this study offers advantages such as energy saving, environmental protection, fire resistance, and excellent mechanical properties. Compared to existing glass fiber-reinforced wood board, the mechanical properties of the glass fiber-reinforced bamboo board proposed are strong. In order to prevent a shortage of wood, the study of glass fiber-reinforced bamboo board proposed is of interest.