不同泊松比复合材料的裂纹尖端应力场

具有平面负泊松比的碳纤维/环氧树脂非平衡复合材料层板具有很高的断裂韧性和缺口断裂强度。本文用复变函数一变分方法计算了负泊比材料的裂纹尖端应力场，并与常规的平衡复合材料进行了比较。本文重点研究了主应力方向与纤维夹角的关系。结果表明：负泊松比材料独特的裂纹尖端应力场有利于提高缺口断裂强度。     

石墨材料的疲劳

对迄今前人在石墨材料上所开展的疲劳研究工作进行了综述，以不同的疲劳设计方法为线索，一方面通过对石墨寿命评价的S-N曲线来分析石墨的疲劳行为；另一方面从疲劳裂纹扩展的角度来分析在外应力作用下有预制裂纹的石墨的疲劳行为。总结了石墨疲劳研究的主要进展，归纳了石墨疲劳研究中的关键问题，在此基础上对石墨材料的疲劳研究前景进行了展望。     

基于数字图像处理的路面裂缝自动识别与评价系统

公路是完成交通运输和沟通各地区之间联系的重要经络,但是受到自然因素和外力的作用,会对公路的质量造成一定程度的影响,很容易造成路面裂缝,这就提出了一种基于数字图像处理的路面裂缝自动识别与评价系统,以便能够更加快速和准确的确定出路面裂缝的程度,并制定出适当的处理方法。以下,将对此项技术的结构、原理,以及提高系统处理质量和水平的关键技术进行简要的分析。     

Direct Measurement of Transformation Zone Strains in Toughened Zirconia

Residual strains responsible for crack tip shielding have been measured within transformation zones surrounding cracks in Mg-PSZ. Two techniques were used for strain measurement: moiré interferometry and high-resolution image matching. Both methods provide maps of differential in-plane displacements within the specimen surface intersected by the crack, the latter method with the higher resolution. The results are compared with finite-element analysis to assess surface relaxation effects, and the measured strains are used to evaluate the crack tip shielding stress intensity factor. Calculations based on the assumption that the unconstrained transformation strain is hydrostatic dilatation yielded results that were significantly smaller than the measured toughness increases.     

Crack–Tip Toughness of a Soft Lead Zirconate Titanate

Crack–opening displacement (COD) measurements were performed on a commercial lead zirconate titanate (PZT). The intrinsic fracture toughness (or crack–tip toughness) of this material was determined using a new evaluation procedure, which takes into account the near–tip CODs and complete crack profile CODs. The crack–tip toughness K _I0 was determined from an extrapolation of COD data obtained at various loading stages, thus avoiding the complications caused by subcritical crack growth in PZT. Results for plane strain and plane stress condition are presented.     

Longitudinal crack on slab surface at straightening stage during continuous casting using finite element method

Deformation behavior of slab at the straightening stage during continuous casting was simulated by the explicit dynamic finite element method, and the stress distribution along the width direction of the slab and its change regularity at slab center during continuous casting were obtained. The influence of distribution and change of stress on the propagation of longitudinal cracks on slab surface was discussed. The results show that the tensional stress appears on slab surface at the inner arc side and the compressive stress appears on slab surface at the outer arc side at stages 6-8 in straightening zone during continuous casting. Longitudinal cracks generally appear on slab top surface and do not appear on slab bottom surface, which are also observed in industry.     

Crack elongation and its width of large depth reinforced concrete beams

In order to meet the requirement of structural inspection,the crack spacing and crack width at various heights in the tensile zone of six large depth reinforced concrete beams were measured under several loading levels of serviceability state.The effects of the depth of normal section beams on the crack spacing and crack width were analyzed,and the modified model is proposed for calculating the average crack spacing by thinking about the depth of normal section,the reinforcement arrangement and the effective reinforcement ratio.The relationships of crack widths at any position in the tensile zone and at the reinforcement level on the side surface of beam were studied.By theoretical and statistical analysis,a method is proposed to calculate the ratios of crack widths between any position and the reinforcement level on the side surface of large depth reinforced concrete beams.     

结构钢缺口板断裂试验及数值分析

通过对25个结构钢缺口板进行的单向拉伸断裂试验,验证了提出的结构钢广义屈服模型和椭球面断裂准则.用ANSYS软件中的参数化设计语言APDL和用户编程功能UPFs,将提出的静水应力型广义屈服模型编制成子程序模块,对结构钢缺口板断裂试验进行了基于广义屈服模型和椭球面断裂准则的数值模拟分析.试验结果表明:裂纹起始于缺口边缘内侧,裂纹在厚度方向贯通后沿宽度发展,试件最终断裂于缺口薄弱断面.缺口板断裂应力场分析表明,提出的椭球面断裂准则对预测结构钢缺口板初始开裂具有广泛适用性和较高精度.     

骨架密实型水泥稳定碎石基层抗裂性分析和应用

骨架密实级配水泥稳定碎石与常规级配相比,具有较高的密度,较小的含水量,嵌挤形成的强度大,并具有较好抗裂性能和力学性能,能预防沥青面层的缩裂,提高了路面的承载力和耐久性。因此骨架密实型水泥稳定碎石具有较好的发展前景。     

公路隧道衬砌裂缝成因分析及其治理

通过对某隧道衬砌裂缝的监测工作,总结了衬砌裂缝的基本特点,从地质因素、工程设计和施工工序等方面分析了衬砌裂缝产生的原因,并根据工程实际,采用适当的整治加固措施治理病害,取得了良好的效果.