厦门市粉细砂动三轴试验研究

通过一系列的动三轴试验,得出在相同初始条件下动弹模与动弹性应变一一对应的结论;发现在大应变下阻尼比随动弹应变的增大而减小,并解释了出现这一现象的原因;给出了动残余弹模与固结应力的计算公式,以上结论可为厦门地区抗震设计提供参考。     

921A钢在海水中腐蚀的力学化学效应

为了研究弹性应力和弹塑性应变对921A船体钢在模拟海水中腐蚀行为的影响,采用自制的载荷-电化学实验装置对921A钢在载荷与腐蚀介质协同作用时的开路电位、动电位极化曲线和电化学阻抗谱等电化学性能进行了测试,并由电化学阻抗谱拟合得到的电荷传递电阻定义载荷下的腐蚀速率修正因子,将实验得到的腐蚀速率修正因子与理论值进行了对比。结果表明:弹性拉应力与弹性压应力对力学化学效应的影响具有对称性。力学化学效应随着弹性应力的增大而增大,随着弹塑性应变的增大先增大后减小。弹塑性应变对力学化学效应的影响远远大于弹性应力的影响。在研究范围内,弹塑性应变引起的腐蚀电位负移量最大为62.6 mV,相应的腐蚀速率修正因子高达4.113,而弹性应力引起的腐蚀电位负移量最大为24.5 mV,相应的腐蚀速率修正因子为1.746。由此可见,应力应变对921A钢在海水中腐蚀行为的影响不容忽视。     

FRP-混凝土组合圆柱本构关系试验研究

以11根外包碳纤维、玻璃纤维、芳纶三种复合材料的混凝土圆柱轴心受压试验为基础，分析FRP-混凝土组合柱与单同混凝土柱不同的受力机理和力学性能，得出FPRP可极大提高混凝土柱抗压承载力和变形能力；通过对实验数据回归分析，建立了FRP-混凝土组合柱应力-应变本构关系模型。模型与实测曲线吻合很好。     

海水集料混凝土单轴受压力学特性试验研究

进行不同SAP体积分数和不同龄期下海水集料混凝土的单轴受压应力-应变全曲线试验,分析龄期和SAP体积分数对海水集料混凝土抗压强度、峰值应变、残余强度和弹性模量的影响。结果表明:SAP体积分数在30%以内时,不同龄期海水集料混凝土的破坏形式均为劈裂破坏;海水集料混凝土内部完全干燥时,其极限应变和残余强度均大于普通混凝土;海水集料混凝土的极限应变可视为弹性极限应变,可将其应力-应变全曲线分为上升段、下降段和平台段分别进行拟合。     

碳纤维混凝土单轴受压应力-应变本构关系

碳纤维混凝土受压应力-应变全曲线研究是对其基本力学性能进行全面认识的基础,也是表现碳纤维混凝土基本受压特性的综合宏观反映。对9组（碳纤维体积分数分别为0,0.2%,0.4%,0.6%,0.8%,1.0%,1.2%,1.4%,1.6%）碳纤维混凝土试件进行了立方体和棱柱体抗压强度试验,结果表明碳纤维混凝土立方体和棱柱体抗压强度随碳纤维体积分数的增加呈下降趋势,峰值应变随碳纤维体积分数的增加呈增大趋势。基于各体积分数碳纤维混凝土的棱柱体抗压强度和峰值应变的试验数据,拟合得到了棱柱体抗压强度和峰值应变与体积分数之间的函数表达式。利用微机控制电液伺服压力试验机测定了9组碳纤维混凝土应力-应变全曲线,参照非线弹性理论的混凝土单轴受压应力-应变本构模型,根据测得的全曲线应力-应变数据,拟合得到了应力-应变全曲线上升段表达式参数和下降段表达式参数,最后给出了基于碳纤维体积分数变化的碳纤维混凝土单轴受压应力-应变本构方程。     

高速公路沥青面层厚度与沥青混合料公称最大粒径关系研究

针对沥青面层厚度与最大公称粒径的关系，是影响沥青混合压实性能和耐久性的重要因素，从压实性能和路用性能两方面，对沥青面层厚度与最大粒径的合理比例进行了室内试验研究。研究结果表明，沥青面层结构层厚度与沥青混合料公称最大粒径的比例为3．0时，沥青路面具有较为优良的性能。     

高速冲击下金属橡胶动态力学特性研究

为探讨金属橡胶在高速冲击环境下的动态力学性能,制备了圆柱实心金属橡胶试件,使用分离式霍普金森压杆(SHPB)开展了金属橡胶的动态压缩试验。分析了金属橡胶动态应力-应变规律,探讨应变速率和弹簧卷外径对金属橡胶的动态弹性模量、动态峰值应力、能量吸收和理想能量吸收效率的影响规律。结果表明,动态应力-应变曲线分为弹性形变阶段、局部塑性变形阶段和破坏阶段,动态弹性模量和动态峰值应力均表现出典型的应变速率效应,且均随弹簧卷外径的增大而减小。此外,随着应变增大,能量吸收性能随应变速率增大而逐渐变好,随弹簧卷外径的减小而逐渐变好。理想吸能效率受应变速率影响很小,但随应变增大而逐渐增高并趋于饱和,其饱和值均大于0.75,弹簧卷外径为3 mm时,金属橡胶的理想吸能效率最优,其饱和值达到0.88,表明金属橡胶材料在高速冲击下有良好的吸能抗冲击作用。     

变负载下超磁致伸缩作动器非线性动力特性分析

针对应用于混合隔振系统的超磁致伸缩作动器,建立了其耦合磁弹性的动力学方程。在磁致伸缩材料二次畴转模型和均质能量场磁滞模型基础上,分别分析了变应力对Terfenol-D材料饱和磁致伸缩、磁滞算子、矫顽场分布函数以及交互场密度分布函数的影响,并通过实验数据进行最小二乘参数识别和多项式拟合得到了考虑变应力的二次畴转模型和均质能量场磁滞模型,该模型可以有效地应用于变负载下Terfenol-D杆磁致伸缩的计算。通过对作动器耦合磁弹性动力学方程进行数值求解,得到不同频率及不同应力下外部激励磁场与作动器输出位移之间迟滞非线性关系。结果表明:相同频率下增大负载力,滞回环倾斜角度不变但其面积增加,作动器能量转换效率降低,同时负载力对作动器的幅频特性影响十分明显。     

拉应力对管线钢磁导率及磁记忆信号的影响

运用数值模拟方法,对不同拉应力作用下X60管线钢的相对磁导率μσ的变化情况进行了仿真.结果表明,加载初期试件处于弹性变形阶段时,μσ值变化较大,随应力的增大μσ值迅速减小;加载超过屈服点后,μσ值变化很小,应力的增大已不再对其产生显著影响.磁记忆检测试验表明,进入塑性变形阶段后,信号曲线亦会由起初无规律性分布发展到相近...     

重塑非饱和含粘砂土变形强度特性的三轴试验

利用多功能土工三轴仪探讨了非饱和含粘砂土的变形和强度特性，共进行3种应力路径的三轴试验：控制吸力的各向同性压缩试验、控制净平均应力的三轴收缩试验、控制吸力和净围压为常数的三轴排水剪切试验。研究结果表明：该土的屈服净平均应力和偏应力都随吸力增大；在净平均应力不变的条件下，该土的屈服吸力是一常数但不等于土样在历史上曾受过的最大吸力；随着净围压增大，其应力-应变曲线由软化向硬化型转变；在高吸力高围压下，呈现脆性破坏。控制吸力和净围压为常数的三轴排水剪切试验在p—q平面内的强度包络线为直线；在试验研究的吸力范围（50～200kPa）内，该土的粘聚力随吸力线性增加；内摩擦角随吸力的变化很小，可以认为是一常数；该土具有显著的剪胀特性，剪胀性不仅取决于千密度与围压，而且还与吸力密切相关。     

火灾场钢筋混凝土简支梁抗弯性能分析

通过对火灾中钢筋混凝土简支梁截面温度场和材料热力学性能分析,将混凝土分为弹性区和塑性区来分别计算其强度,建立了火灾场简支梁截面内混凝土应力和梁极限抗弯承载力的计算公式,通过具体算例分析了钢筋混凝土简支梁截面温度场和极限承载力的变化规律和原因。     

Numerical investigation of the failure mechanism of cubic concrete specimens in SHPB tests

Cylindrical specimens are commonly used in Split Hopkinson pressure bar (SHPB) tests to study the uniaxial dynamic properties of concrete-like materials.In recent years,true tri-axial SHPB equipment has also been developed or is under development to investigate the material dynamic properties under tri-axial impact loads.For such tests,cubic specimens are needed.It is well understood that static material strength obtained from cylinder and cube specimens are different.Conversion factors are obtained and adopted in some guidelines to convert the material strength obtained from the two types of specimens.Previous uniaxial impact tests have also demonstrated that the failure mode and the strain rate effect of cubic specimens are very different from that of cylindrical ones.However,the mechanical background of these findings is unclear.As an extension of the previous laboratory study,this study performs numerical SHPB tests of cubic and cylindrical concrete specimens subjected to uniaxial impact load with the validated numerical model.The stress states of cubic specimens in relation to its failure mode under different strain rates is analyzed and compared with cylindrical specimens.The detailed analyses of the numerical simulation results show that the lateral inertial confinement of the cylindrical specimen is higher than that of the cubic specimen under the same strain rates.For cubic specimen,the corners are more severely damaged because of the lower lateral confinement and the occurrence of the tensile radial stress which is not observed in cylindrical specimens.These results explain why the dynamic material strengths obtained from the two types of specimens are different and are strain rate dependent.Based on the simulation results,an empirical formula of conversion factor as a function of strain rate is proposed,which supplements the traditional conversion factor for quasi-static material strength.It can be used for transforming the dynamic compressive strength from cylinders to cubes obtained from impact tests at different strain rates.     

电磁轨道发射中内弹道动力响应特性分析

将轨道简化为移动载荷作用下固定在弹性支撑上的Bernoulli-Euler梁，通过静态电磁-结构耦合有限元模型求得外围封装的等效刚度，计算得到发射器的临界速度。另外，利用混合有限元/边界元法建立电磁-结构-运动多物理场耦合的动力学模型，求得枢轨动态接触压力和轨道的应力应变分布特性。通过在轨道背面布置光纤光栅应变传感器，利用测量数据验证了动力响应特性，并分析了弹丸在内弹道的稳定性。针对典型30 mm × 30 mm矩形口径发射器，分析及试验结果表明：C型电枢对轨道的电磁挤压力在平顶沿起始时刻达到最大值，之后随着时间推移逐渐减小；电枢通过引起的应力波在高速段容易与轨道中反射应力波发生共振，并且轨道在电枢运动的中间高速段区域受力最为集中，应力集中水平约是起始低速段区域的2.44倍；电枢运动高速段会出现晃动现象，进而引起上下轨道受力的不对称性。分析及试验结果对研究电磁轨道发射器内弹道动力响应特性和发射器结构设计具有重要指导意义。     

某型铜材料动态力学性能的数值模拟研究

采用一种高效的应力更新算法,运用Fortran语言编写Johnson—Cook本构模型的Vuamt子程序,模拟材料在高速冲击工况下的动态力学性能,研究塑性大应变、高应变率以及温度软化作用对材料力学性能的影响。     

非晶态Ni-P合金化学镀镀液的稳定性研究

采用PdCl2溶液的稳定性试验方法,对非晶态Ni-P合金化学镀镀液(ZFHN防腐蚀镀液)的稳定性和试验条件进行了关系曲线测试及分析.规定和提出了其试验条件和最佳控制参数;试验镀液中PdCl2的最佳浓度是2.4 mg/L、可靠的pH值范围为4.0～5.0.温度、搅拌、PdCl2用量、镀液pH值是决定镀液稳定时间的重要试验条件和试验偏差大的主要因素.研究镀液的稳定性高、组分协同稳定性好,稳定试验时间大于3 min.     

密封性对新型改性双基推进剂贮存安定性的影响

通过加速老化实验箱在55℃密封、半密封条件下对推进剂进行寿命加速，获取不同贮存条件不同贮存寿命的样品。运用气相色谱测定样品中安定剂间苯二酚（Res）和中定剂（C2）质量分数；利用甲基紫实验仪测定样品的安定性，得出样品安定剂质量分数的变化规律以及安定性的变化规律。同时，采用微量热天平对安定剂间苯二酚进行了热重分析，实验发现间苯二酚高温易升华，升华速率受温度的影响。     

Strain rate dependency and fragmentation pattern of expanding warheads

For the characterization of the behaviors of a metal material in events like expanding warheads, it is necessary to know its strength and ductility at high strain rates, around 104e105/s. The flyer plate impact testing produces the uniform stress and strain rates but the testing is expensive. The Taylor test is relatively inexpensive but produces non-uniform stress and strain fields, and the results are not so easily inferred for material modeling. In the split-Hopkinson bar(SHB), which may be used in compression, tension and torsion testing, the strain rates never exceeds 103/s. In the present work, we use the expanding ring test where the strain rate is 104e105/s. A streak camera is used to examine the expanding ring velocity, and a water tank is used to collect the fragments. The experimental results are compared with the numerical simulations using the hydrocodes AUTODYN, IMPETUS Afea and a regularized smooth particle(RSPH) software. The number of fragments increases with the increase in the expansion velocity of the rings. The number of fragments is similar to the experimental results. The RSPH software shows much the same results as the AUTODYN where the Lagrangian solver is used for the ring. The IMPETUS Afea solver shows a somewhat different fragmentation characteristic due to the node splitting algorithm that induces pronounced tensile splitting.     

Influences of different crossing types on dynamic response of underground cavern subjected to ground shock

An intersecting cavern is a common structural form used in underground engineering, and its safety and stability performance directly control the service performance of the whole project. The dynamic re-sponses of the three kinds of crossing type (+-shaped, T-shaped, L-shaped) caverns subjected to ground shock were studied by numerical simulation. The velocity plus force mode boundary setting method was proposed in the coupled static and dynamic analysis of a deep underground cavern. The results show that, among the three types of crossing caverns, the+-shaped cavern is the most significantly affected by the dynamic action, followed by T-shaped, and then L-shaped caverns. The vault settlement, straight wall deformation, vault peak particle velocity, effective plastic strain of surrounding rock, and maximum principal stress and strain at the bottom of the lining of the straight wall increase with the increase of cavern span. The vault settlement, straight wall deformation, effective plastic strain of surrounding rock, and the maximum principal stress and strain at the bottom of lining to the straight wall decrease with the increase of lateral pressure coefficient, and the peak particle velocity at the vault increases. The variation is small compared with the change of cavern span. The influence range of the underground cavern intersection is two cavern diameters from the intersection centre. The bottom of the straight wall at the intersection is the weak part. It is suggested to thicken the support locally to improve the stability of the cavern.     

不同黏度等级润滑油在柴油发动机上的对比试验

为解决润滑油出现的高温性能差等问题,考察5W/40和15W/40两个黏度等级重负荷动力传动通用润滑油在柴油发动机上的实际使用性能。在BF6M1015CP柴油发动机和柴油车辆上分别进行1 000 h发动机台架可靠性试验和高原实际道路行车试验,利用红外光谱等仪器对定期抽取的油样进行理化性能指标测试。结果表明：两个黏度等级的重负荷动力传动通用润滑油各项理化指标变化较小,均能满足高原地区大功率、重负荷柴油发动机的用油要求。使用两个黏度等级润滑油的发动机在功率和扭矩方面大小相当,使用5W/40重负荷动力传动通用润滑油的发动机在高转速区（转速高于1 600 r/min）油耗率低,在低转速区（转速低于1 600 r/min）油耗率较高;但在抗氧抗腐性、高温清净性和抗磨性等方面,15W/40重负荷动力传动通用润滑油的表现略优一些。