码头                        
                
                                
                        
                            材料科学                        
                
                                
                        
                            结构工程                        
                
                                
                        
                            影响                        
                
                                
                        
                            复合材料                        
                
                                
                        
                            马镫                        
                
                                
                        
                            钢筋混凝土柱                        
                
                                
                        
                            渐进崩塌                        
                
                                
                        
                            失效模式及影响分析                        
                
                                
                        
                            栏(排版)                        
                
                                
                        
                            钢筋混凝土                        
                
                                
                        
                            工程类                        
                
                                
                        
                            连接(主束)                        
                
                        
                    
            作者
            
                Shijie Wang,Hongxiang Xia,Yuncui Zong,Jianjun Liang,Ripeng Zhu            
         
                    
            出处
            
                                    期刊:Biomimetics
                                                         [Multidisciplinary Digital Publishing Institute]
                                                        日期:2024-12-13
                                                        卷期号:9 (12): 759-759
                                                        被引量:1
                                 
         
        
    
            
            标识
            
                                    DOI:10.3390/biomimetics9120759
                                    
                                
                                 
         
        
                
            摘要
            
            The bio-inspired honeycomb column thin-walled structure (BHTS) is inspired by the biological structure of beetle elytra and designed as a lightweight buffer interlayer to prevent damage to the reinforced concrete bridge pier (RCBP) under the overload impact from vehicle impact. According to the prototype structure of the pier, a batch of scale models with a scaling factor of 1:10 was produced. The BHTS buffer interlayer was installed on the reinforced concrete (RC) column specimen to carry out the steel ball impact test. Then, the modified numerical model was subjected to the low-energy input impact test of the steel ball without energy loss during the falling process at the equivalent height of 1.0–3.5 m, and the dynamic response characteristics of the RC column were analyzed. By comparing the impact force and impact duration, maximum displacement, and residual displacement in the impact model, the BHTS buffer interlayer’s protective effect on RC columns under lower energy lateral impact was evaluated. Later, a high-energy input lateral impact test of a steel ball falling at an equivalent height of 20.0 m was carried out. According to the material damage, dynamic response, and energy absorption characteristics in the impact model, the failure process of the RC columns was analyzed. The results showed that BHTS absorbed 82.33% of the impact kinetic energy and reduced 77.27% of the impact force, 86.51% of the inertia force, and 64.86% of the base shear force under the failure mode of a 20 m impact condition. It can transform the shear failure of the RC column into bending failure and play an effective protective role for the RC column. This study can provide useful references for collision prevention design in practical engineering.
         
            
 
                 
                
                    
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