双轴贯入试验与直剪试验测定抗剪强度参数的试验研究

利用双轴贯入结合无侧限抗压试验方法与直剪试验方法,分别对不同含水量不同干密度下重塑黄土的抗剪性能进行测定,对比两种方法所测得的抗剪强度参数。结果表明:用双轴贯入结合无侧限抗压试验方法测得的抗剪强度指标C、φ值,通过一定的折减可用来表示土的抗剪强度参数,且两种方法测得的C、φ值随干密度增加而增加,随含水量增大而减小。     

桥梁自振特性与承载能力分析

桥梁结构自振特性与结构承载能力有着内在联系;自振频率与桥跨刚度、结构挠度检验系数存在一定关系。通过结构响应模态振型振幅的比较,可以对结构横向联系使用状况进行损伤识别。通过实测桥梁结构阻尼比的变化,可以对结构边界条件、结构材料阻尼特性的改变进行分析判断。本文结合两座桥梁自振特性的跟踪测试,对桥梁自振特性和承载能力之间的关系进行分析。     

适应近海落水人员快速救援的双体船设计与分析

提出一种用于海上救援的双桨式双体船设计方案,该双体船将救援与驾驶相结合,具有高航速、稳性良好、操纵灵活等优势,采用电力推进方式,航行过程中对海洋造成的污染较小,具备直行、避障、曲线行驶、转向等突出的航行性能。该双体救援船具备完整的巡视、搜索、救援能力,可对落水人员实施有效救援,适用于景区、游乐场的安保巡视等近海救援领域,对紧急事故有较强的应急救援能力。     

基于可调储液缸的再生制动电液分配控制策略

为满足低成本小型电动车的再生制动需求，本文提出了一种在传统真空助力制动系统的基础上增设一套活塞式可调储液缸的再生制动系统，并设计相应的电液分配控制策略。首先再生制动电液分配策略根据辨识的制动意图和再生制动力约束对再生制动力进行合理分配；其次设计踏板解耦决策策略，确定了可调储液缸不同的工作阶段和对应的目标活塞位移；最后采用双闭环可调储液缸控制策略完成精确的主动储液控制。基于dSPCAE搭建了实车试验平台进行算法测试，结果表明，设计的电液分配控制策略能保证该制动系统在0.15g以下的减速度范围内实现良好的再生制动电液协同控制效果。     

Effects of roughness on hydrodynamic characteristics of a submerged floating tunnel subject to steady currents

The effects of surface roughness as induced by marine fouling on the hydrodynamic forces on a submerged floating tunnel (SFT) are experimentally and numerically investigated in detail at Reynolds numbers Re = 8.125 × 10³–5.25 × 10⁴. A sensitivity analysis to different roughness parameters including roughness height, skewness, coverage ratio, and spatial arrangement is performed. In addition, an optimized parametric cross-section for an SFT is proposed, and the hydrodynamic performance of the parametric shape and circular SFT cross-section shape with roughness elements is compared. The pressure distribution along the SFT, flow separation and wake characteristics are analyzed to provide a systematic insight into the fundamental mechanism relating the roughness parameters and flow around an SFT. In order to better understand the nonlinear relationships among structural geometry, roughness parameters, flow states, and structural response, an artificial intelligence method using Random Forest (RF) for feature importance ranking is applied. The results show that with the parametric shape, the hydrodynamic forces on the fouled SFT can be effectively mitigated. The roughness height and coverage ratio affect the equivalent blockage and hence, change flow separation and recirculation length in the wake. Lower skewness of the roughness elements can increase the critical Re by changing the relative roughness parameter. Horizontal arrangement of the roughness elements on an SFT generally results in the largest hydrodynamic forces, compared to staggered and vertical distributions. Throughout the feature importance ranking, the flow regime is found to be the most important feature of the hydrodynamics of the SFT. In addition, the SFT cross-section shape and roughness coverage ratio play a dominant role.     

基于SVD的地铁盾构洞门钢环空间形态参数计算

为解决现有地铁盾构隧道洞门钢环空间形态参数计算方法步骤繁琐、需要初始值等问题，在分析空间平面方程和球面方程求解系数特点的基础上，提出利用奇异值分解（SVD）法一次性解算出球面方程参数和洞门钢环所在空间平面单位法向量，再利用上述参数直接计算洞门钢环的中心位置、半径、平整度、圆度等空间形态参数。该过程无需初始值和迭代计算，更为便捷高效。为消除观测点中可能存在的粗差，进一步结合方差比值检验法实现粗差的探测。应用结果表明： SVD法计算结果与商业软件一致，即使存在粗差，利用方差比值检验法也可以准确定位粗差，二者结合具有较好的实用价值。