Blast resistance evaluation of urban utility tunnel reinforced with BFRP bars

To improve corrosion-resistance of shallow-buried concrete urban utility tunnels(UUTs),basalt fiber reinforced polymer(BFRP)bars are applied to reinforce UUTs.As the UUT must have excellent survival capability under accidental explosions,a shallow-buried BFRP bars reinforced UUT(BBRU)was designed and constructed.Repetitive blast experiments were carried out on this BBRU.Dynamic responses,damage evolutions and failure styles of the BBRU under repetitive explosions were revealed.The tunnel roof is the most vulnerable component and longitudinal cracks develop along the tunnel.When the scaled distance is larger than 1.10 m/kg1/3,no cracks are observed in the experiments.When the BBRU is severely damaged,there are five cracks forming and developing along the roof.The roof is simplified as a clamped-supported one-way slab,proved by the observation that the maximum strain of the transverse bar is much larger than that of the longitudinal bar.Dynamic responses of the roof slab are predicted by dynamic Euler beam theory,which can consistently predict the roof displacement under large-scaled-distance explosion.Compared with the UUT reinforced with steel bars,the BBRU has advantages in blast resistance with smaller deflections and more evenly-distributed cracks when the scaled distance is smaller than 1.260 m/kg1/3 and the steel bars enter plastic state.Longer elastic defamation of the BFRP bars endows the UUT more excellent blast resistance under small-scaled-distance explosions.     

Experimental investigation on anti-penetration performance of polyurea-coated ASTM1045 steel plate subjected to projectile impact

In this study, the anti-penetration performance of polyurea/ASTM1405-steel composite plate subjected to high velocity projectile was analyzed. Two kinds of modified polyurea material (AMMT-053 and AMMT-055) were selected and a ballistic impact testing system including speed measuring target system and high-speed camera was designed. This experiment was conducted with a rifle and 5.8 mm projectile to explore the effects by the polyurea coating thickness, the polyurea coating position and the glass-fiber cloth on the anti-penetration performance of polyurea/ASTM1405-steel composite plate. The result showed that the effects of polyurea coating position were different between two types of polyurea, and that the effects of glass-fiber position were disparate between two types of polyurea as well. For AMMT-053 polyurea material, it was better to be on front face than on rear face; whereas for AMMT-055 pol-yurea, it was better to be on rear surface although the difference was very subtle. Additionally, formulas had been given to describe the relationship between the effectiveness of polyurea and the thickness of polyurea coating. In general, AMMT-055 had better anti-penetration performance than AMMT-053. Furthermore, five typical damage modes including self-healing, crack, local bulge, spallation and local fragmentation were defined and the failure mechanism was analyzed with the results of SHPB test. Additionally, the bonding strength played an important role in the anti-penetration performance of polyurea/steel composite plate.     

Optimal design of a novel cylindrical sandwich panel with double arrow auxetic core under air blast loading

The increasing threat of explosions on the battle field and the terrorist action requires the development of more effective blast resistance materials and structures. Curved structure can support the external loads effectively by virtue of their spatial curvature. In review of the excellent energy absorption property of auxetic structure, employing auxetic structure as core material in curved sandwich shows the potential to improve the protection performance. In this study, a novel cylindrical sandwich panel with double arrow auxetic (DAA) core was designed and the numerical model was built by ABAQUS. Due to the complexity of the structure, systematic parameter study and optimal design are conducted. Two cases of optimal design were considered, case1 focuses on reducing the deflection and mass of the structure, while case2 focuses on reducing the deflection and increasing the energy absorption per unit mass. Parameter study and optimal design were conducted based on Latin Hypercube Sampling (LHD) method, artificial neural networks (ANN) metamodel and the nondominated sorting genetic algorithm (NSGA-Ⅱ). The Pareto front was obtained and the cylindrical DAA structure performed much better than its equal solid panel in both blast resistance and energy absorption capacity. Optimization results can be used as a reference for different applications.     

装甲装备橡胶器材防老化涂料的制备

以有机硅改性丙烯酸乳液为基料,制备了具有一定弹性和抗老化性的装甲装备橡胶器材防护涂料,并对涂料的耐湿热性、耐盐雾性进行了测试。结果表明:纳米硅丙涂料是一种综合性能优异的装甲装备橡胶器材防老化涂料,能够有效地延长橡胶器材的库存寿命。     

铁基非晶纳米晶涂层的耐磨性研究

采用基于机器人的自动化高速电弧喷涂技术在45钢基体上制备了FeCrBSiMnNbY非晶纳米晶涂层。研究了非晶纳米晶涂层在油润滑条件下，不同磨损时间、速度、载荷对涂层的磨损行为。采用扫描电镜（SEM）、能谱分析仪（EDAX）和X射线衍射仪（XRD）对涂层的组织结构进行了表征，利用纳米压痕仪对涂层的力学性能进行了分析，摩擦磨损试验在MM200滑块磨损试验机上进行。结果表明：涂层组织均匀，结构致密，主要由非晶相和α-Fe相纳米晶组成；在相同磨损试验条件下，非晶纳米晶涂层的相对耐磨性为3Cr13涂层的4．6倍，磨损机制主要为脆性疲劳剥落。     

Mechanical behavior and failure mechanism of polyurea nanocomposites under quasi-static and dynamic compressive loading

Polyurea is an elastomeric material that can be applied to enhance the protection ability of structures under blast and impact loading.In order to study the compressive mechanical properties of SiC/polyurea nanocomposites under quasi-static and dynamic loading,a universal testing machine and split Hop-kinson pressure bar(SHPB)apparatus were used respectively.The stress-strain curves were obtained on polyurea and its composites at strain rates of 0.001-8000 s-1.The results of the experiment suggested that increase in the strain rates led to the rise of the flow stress,compressive strength,strain rate sensitivity and strain energy.This indicates that all of the presented materials were dependent on strain rate.Moreover,these mechanical characters were enhanced by incorporating a small amount of SiC into polyurea matrix.The relation between yield stress and strain rates were established using the power law functions.Finally,in order to investigate the fracture surfaces and inside information of failed specimens,scanning electron microscopy(SEM)and micro X-ray computed tomography(micro-CT)were used respectively.Multiple voids,crazes,micro-cracks and cracking were observed in fracture surfaces.On the other hand,the cracking propagation was found in the micro-CT slice images.It is essential to understand the deformation and failure mechanisms in all the polyurea materials.     

Responses of HFR-LWC beams under close-range blast loadings accompanying membrane action

The load-carrying capacities and failure patterns of reinforced concrete components can be significantly changed by membrane effects. However, limited work has been carried out to investigate the blast resistance of Hybrid Fiber Reinforced Lightweight Aggregate Concrete (HFR-LWC) members accompanying membrane action. This paper presents a theoretical approach to quantitatively depicting the membrane behavior and its contribution on the behavior of HFR-LWC beams under close-range blast loadings, and the suitability of the proposed model is validated by a series of field tests. An improved Single-Degree-of-Freedom (SDOF) model was employed to describe the dynamic responses of beam-like members under blast loadings accompanying membrane action, where the mass-load coefficient is determined according to the nonuniformly distributed load induced by close-range explosion, and the membrane action is characterized by an in-plane (longitudinal) force and a resisting moment. The elasto-plastic and recovery responses of HFR-LWC beams under the combined action of blast load and membrane force were analyzed by the promoted model. A specially built end-constrain clamp was developed to provide membrane action for the beam member when they are subjected to blast load simultaneously. It is demonstrated that the analytical displacement-time histories are in good agreement with experimental results before peak deflections and that the improved SDOF model is an acceptable tool for predicting the behavior of HFR-LWC beams under blast loadings accompanying membrane action.     

不卸载时侧贴碳纤维布加固连续梁试验研究

为研究不同初始荷载作用下侧贴碳纤维布加固连续梁的受力与变形特性,以及初始荷载对加固效果的影响,对4根钢筋混凝土两跨连续梁（其中1根为未加固连续梁,其余3根为在不同初始荷载下侧贴碳纤维布加固连续梁）进行了试验研究。结果表明：侧贴碳纤维布加固连续梁不仅能提高加固梁的承载力,提高幅度达16%以上;还能提高加固梁的刚度,减少其挠度和裂缝宽度;加固效果受初始荷载影响,初始荷载越小,加固效果越好。     

电刷镀含纳米粉复合镀层结构和磨损性能

用含纳米金刚石粉的镍镀液电刷镀复合镀层,系统试验研究了复合镀层中纳米金刚石对镀层显微结构、力学性能及耐磨性能的影响.结果表明,纳米金刚石的弥散强化作用,可有效改善镀层的生长、减小内应力,提高镀层的显微硬度.含纳米金刚石粉的复合镀层在室温、高负荷下具有优良的抗疲劳和抗磨损性能,其耐磨性是纯镍镀层的4倍.     

钢筋混凝土外粘钢板结构裂缝的有限元数值模拟

随着高技术武器的不断发展,防护工程正面临着前所未有的威胁和挑战,新型防护结构及材料已经成为研究的热点。针对这一实际背景,运用ANSYS大型有限元软件,采用数值模拟的方法对普通钢筋混凝土结构和外粘钢板混凝土结构在相同均布面荷载作用下的变形、钢筋应力以及结构裂缝的开展情况进行了比较。结果表明外粘钢板的钢筋混凝土结构能够大大增强结构的抗力,并且有效的抑制了裂缝的开展。     

Damage analysis of POZD coated square reinforced concrete slab under contact blast

High efficiency, environmental protection and sustainability have become the main theme of the development of the protection engineering, requiring that the components not only meet the basic functions, but also have chemical properties such as acid and alkali corrosion resistance and aging resistance. Polyisocyanate-oxazodone (POZD) polymer has the above characteristics, it also has the advantages of strong toughness, high strength and high elongation. The concrete slab sprayed with POZD material has excellent anti-blast performance. In order to explore the damage characteristics of POZD sprayed concrete slabs under the action of contact explosion thoroughly, the contact explosion test of POZD concrete slabs with different charges were carried out. On the basis of experimental verification, numerical simulation were used to study the influence of the thickness of the POZD on the blast resistance of the concrete slab. According to the test and numerical simulation results that as the thickness of the coating increases, the anti-blast performance of the concrete slab gradually increases, and the TNT equivalent required for critical failure is larger. Based on the above analysis, empirical expressions on normalized crater diameter, the normalized spall diameter and normalized spall diameter are obtained.     

侧贴碳纤维布加固连续梁非线性有限元分析

为研究不同初始荷载作用下侧贴碳纤维布及侧贴预应力碳纤维布加固钢筋混凝土连续梁的加固效果,采用有限元分析软件ABAQUS对其进行数值模拟,并将有限元分析结果与试验结果对比。有限元分析表明：钢筋混凝土连续梁的加固效果受初始荷载的影响,初始荷载越小,加固效果越好;对纵向侧贴碳纤维布施加预应力,能够大幅提高钢筋混凝土连续梁的抗弯承载力,与未加固梁相比其抗弯承载力提高了65%以上;有限元计算结果与试验结果的荷载-挠度曲线吻合较好,两者的抗弯承载力相差不超过10%。所得结果可以为类似加固设计和试验提供参考。     

模拟罐声发射试验研究

为验证常压储罐声发射的基本规律,并获得罐底缺陷声发射信号数据,在模拟罐进行声发射试验。原始状态的模拟罐底部存在沉淀,通过原始状态与清洗罐底后声发射试验结果对比,得出罐底沉淀物会产生部分声发射信号并影响声发射检测,以及涂层对声发射检测影响较小的结论。凹坑和通孔是罐底常见腐蚀缺陷,通过设计和预制3种罐底缺陷状态,分别对各种缺陷状态的罐底进行声发射试验,分析缺陷的声发射信号特征,得到缺陷在升压和保压检测中的声发射信号数据,为声发射检测数据分析提供参考。     

Damage modeling of ballistic penetration and impact behavior of concrete panel under low and high velocities

This work presents a numerical simulation of ballistic penetration and high velocity impact behavior of plain and reinforced concrete panels. This paper is divided into two parts. The first part consists of numerical modeling of reinforced concrete panel penetrated with a spherical projectile using concrete damage plasticity (CDP) model, while the second part focuses on the comparison of CDP model and Johnson-Holmquist-2 (JH-2) damage model and their ability to describe the behavior of concrete panel under impact loads. The first and second concrete panels have dimensions of 1500 mm × 1500 mm × 150 mm and 675 mm × 675 mm × 200 mm, respectively, and are meshed using 8-node hexahedron solid elements. The impact object used in the first part is a spherical projectile of 150 mm diameter, while in the second part steel projectile of a length of 152 mm is modeled as rigid element. Failure and scabbing characteristics are studied in the first part. In the second part, the com-parison results are presented as damage contours, kinetic energy of projectile and internal energy of the concrete. The results revealed a severe fracture of the panel and high kinetic energy of the projectile using CDP model comparing to the JH-2 model. In addition, the internal energy of concrete using CDP model was found to be less comparing to the JH-2 model.     

方孔蜂窝夹层板在爆炸载荷下的动态响应

通过有限元数值模拟方法,对方孔蜂窝夹层板在爆炸冲击载荷下的动态响应和变形机理进行了分析.在单位面积质量以及夹芯层的高度、宽度给定的情况下,得出了最优的夹芯层相对密度.在此相对密度下,夹层板吸收能量最多,下面板变形最小,夹层板的抗冲击性能最优.将单位面积质量相等的夹层板和实体板进行了对比分析,结果表明:夹层板具有更加优良...     

纳微米材料影响环氧涂层耐磨性的试验研究

为了提高环氧粘涂层的耐磨性,本试验通过在环氧胶粘剂中加入纳、微米填料,研究了纳微米填料对环氧胶粘剂涂层耐磨性的影响规律。试验结果表明,加入纳米级填料环氧胶粘剂涂层的相对耐磨性明显优于微米级填料;加入纳微米复合填料其相对耐磨性为正火态45钢的2.57倍,和纯环氧胶粘剂涂层相比,提高幅度可达2.85倍,而仅加入纳米填料的胶粘剂,其涂层耐磨性只增加了1.97倍。     

UHMWPE纤维混凝土基本力学性能研究

研究了一种由超高分子量聚乙烯（UHMWPE）纤维增强的新型纤维混凝土基本力学性能。针对C70等级高强混凝土,设计了四种体积掺量纤维混凝土,通过立方体抗压、劈裂抗拉和四点弯曲抗折试验,分析了纤维掺量对混凝土力学性能的影响。结果表明：UHMWPE纤维对混凝土的抗压强度增强作用不明显,但较大提高了混凝土的抗拉强度和抗折强度,且对混凝土有很好的阻裂、增韧效果。在纤维体积掺量为0.3%~0.5%时,劈裂抗拉强度提高25%以上;掺量0.5%时,弯曲抗折强度提高率超过23%。     

陶瓷/金属梯度热障涂层的制备及性能评价

为了评价陶瓷/金属梯度热障涂层的性能,设计了4种涂层方案和2种基体材料(1Cr18Ni9Ti和2Cr13).利用单枪单送粉器成功地制备了线性梯度涂层.通过观察涂层的微观结构、测量涂层的抗热震性能和热残余应力来评价涂层的性能.利用扫描电镜对各种陶瓷涂层的微观结构进行了观察和分析,利用X射线能谱分析得到了陶瓷梯度涂层试样中的不同区域的衍射图.热震试验表明,梯度涂层比非梯度涂层具有更好的抗热震性能.采用钻孔法对不同涂层方案进行了残余应力的测量,结果表明,压应力出现在1Cr18Ni9Ti基体材料上,而拉应力出现在2Cr13基体材料上.     

活塞环表面CrTiAlN复合涂层的抗高温腐蚀性能研究

采用多弧离子镀技术,利用Cr靶和TiAl靶,在活塞环材料65 Mn钢基体上制备了CrTiAlN复合涂层,并对电镀Cr、CrN和CrTiAlN复合涂层在800℃下的抗高温腐蚀性能进行了比较分析,用扫描电镜、能谱仪和X射线衍射仪观察分析了样品表面高温腐蚀氧化膜。结果表明:CrTiAlN复合涂层具有优异的抗高温腐蚀性能,在800℃时仍具有良好的抗高温腐蚀性能,其氧化机理是O向涂层内部扩散氧化,在高温腐蚀过程中,CrTiAlN涂层中的Cr发生了选择性氧化,优先形成了Cr2O3,CrTiAlN涂层氧化层区域的结构由外至里组成顺序为Cr2O3、Al2O3+TiO2、(Cr,Ti,Al)N。涂层外层的Cr2O3氧化物有利于阻碍氧元素向涂层内部扩散,能够降低涂层的高温腐蚀速度。     

命中角对防护结构口部爆炸毁伤影响的数值分析

为研究装药命中角对防护结构口部爆炸毁伤的影响规律,对直墙拱结构进行了一系列爆炸模拟分析,得到了直墙拱结构拱顶、拱脚和直墙底3个位置的爆炸应力和位移时程曲线。通过分析这3个位置的应力峰值和位移峰值,发现随着装药命中角的增大,拱顶处竖直方向荷载减小,而拱脚处水平方向荷载增大;随着装药命中角的增大,拱顶处竖直方向位移变形减小,而拱脚处水平方向位移变形增大。模拟分析得到的命中角对防护结构口部爆炸毁伤的影响规律,可供防护工程设计时参考。