基于GM（1，1）和线性回归模型在印刷包衬压缩变形中的数据预测研究

运用线性回归对预测数据进行分析,剔除异常数据,用GM（1,1）模型进行预测,有效降低了数据相对误差,提高了预测数据的精度。选用印刷包衬压缩变形的压缩变形量值,用线性回归进行数据分析并剔除异常数据后用GM（1,1）进行预测,使得预测数据具有更高的准确性和适应性。实验及仿真结果表明,经过前期数据分析整理后的灰色预测模型,其预测期望值远优于单纯的回归模型和GM（1,1）模型。     

基于JPEG标准静止图像压缩算法的分析与研究

介绍了JPEG标准、JPEG2000标准及其相比JPEG标准的改进和优点。通过对JPEG标准压缩流程及算法的分析与研究,得到JPEG标准压缩的基本原理：利用人类的视觉特点对亮度分量的精度敏感,而对色度分量的精度迟钝,将RGB颜色模式转换为YCrCb颜色模式;基于视觉特点来抑制高频部分使用离散余弦变换和量化来实现;应用完全可逆的熵编码即霍夫曼编码使比特序列更小。     

基于APDL的ANSYS嵌入式配筋实现

以ANSYS为平台,应用APDL实现钢筋混凝土有限元模型中钢筋单元嵌入混凝土单元的功能.应用该方法可以在ANSYS中方便地建立复杂的钢筋混凝土分离式模型.利用Newton-Raphson方法求解等参数单元的坐标插值函数中被约束节点在自然坐标系下的坐标值,得到自然坐标系下节点对应形函数值,并将对应的形函数值作为约束方程中混凝土单元节点位移的分项因数,从而实现嵌入节点与被嵌入单元位移协调.计算结果与Marc的算例结果吻合良好,说明该方法合理.     

预应力长锚杆加固理论探讨

通过岩体剪切破坏分析，找出最危险剪切破坏面，再用合理结构的预应力长锚杆或长锚索提供的有效抗剪力，消除岩体最大破坏剪应力，以过到加固边坡不稳定滑动岩体目的。     

玻璃钢筋混凝土的有限元计算与试验

钢筋混凝土广泛应用于土木工程领域，但其结构耐久性因钢筋本身的锈蚀成为现今急待解决的问题。人们一直在寻找对钢筋混凝土进行改良的途径，用玻璃钢筋代替普通钢筋是解决这一问题的一个有效的方法，为此进行了试验和ANSYS有限元分析，结果证明此法具有可行性。     

甲基丙烯酸锌在NBR／木质素中的应用

研究了α－甲基丙烯酸锌（ＭＡＡ－Ｚｎ）对ＮＢＲ／木质素（１００／１００，质量比）硫化胶性能的影响。结果表明，加入１．５～５．０份ＭＡＡ－Ｚｎ，可提高硫化胺的１００％的定伸应力，硬度和抗压缩永久变形能力，但对其他力学性能影响甚微，经分析可知，ＭＡＡ－Ｚｎ还可以降低硫化反应活化能，提高硫化胶的交联密度和耐热老化性能。     

Preparation and characterization of calcium carbonate/low‐density‐polyethylene nanocomposites

Calcium carbonate/low‐density‐polyethylene (LDPE) nanocomposites have been prepared by melting blend with twin‐screw extruder. The mechanical properties of composites and the dispersion of the nanoparticles were studied. The reinforcement mechanism was discussed. The results show that not only the tensile property but also the flexural modulus of the system have been evidently increased by the addition of calcium carbonate. The calcium carbonate particles have been dispersed in the matrix in the nanometer scale. The reinforcement mechanism of the calcium carbonate lies on that the calcium carbonate particles, acting as hetero‐nuclei, can induce higher crystallinity at the matrix‐particle interface compared to regions away from the interface. Consequently, in the process of the tensile test, the nanocomposites have better tensile yield strength. © 2007 Wiley Periodicals, Inc. J Appl Polym Sci 2007     

Damage evolution analysis in mortar, during compressive loading using acoustic emission and X-ray tomography: Effects of the sand/cement ratio

This paper explores the use of acoustic emission (AE) and X-ray tomography to identify the mechanisms of damage and the fracture process during compressive loading on concrete specimens. Three-dimensional (3D) X-ray tomography image analysis was used to observe defects of virgin mortar specimen under different compressive loads. Cumulative AE events were used to evaluate damage process in real time according to the sand/cement ratio. This work shows that AE and X-ray tomography are complementary nondestructive methods to measure, characterise and locate damage sites in mortar. The effect of the sand proportion on damage and fracture behaviour is studied, in relation with the microstructure of the material.     

玻璃纤维增强热塑性塑料的发展概况

根据玻璃纤维增强热塑性塑料的发展过程分别介绍了短纤维增强热塑性塑料、玻璃纤维毡增强热塑性塑料、玻璃纤维/热塑性塑料复合纤维、长纤维增强热塑性塑料和热塑性拉挤产品的制造方法、特性和应用。     

A comparison of bending strength between adhesive and steel reinforced concrete with steel only reinforced concrete

Cracking of brittle cementitious composites subjected to excessive loading causes a potential reduction in material performance. Steel bars or metal fibers typically act as tensile reinforcing in concrete composites to increase the material's structural capacity in bending and to delay or prevent matrix cracking.The goal of this research is to determine whether the performance in bending strength and material integrity of a typically reinforced cementitious composite may be improved through the release of “healing” chemicals, such as adhesives, from hollow fibers into cracks induced by loading in addition to the metal reinforcing. Adhesive-filled repair fibers are intended to break immediately upon cracking in the concrete thereby activating the healing process with the release of a sealing or adhering substance. This self-repair occurs whenever and wherever cracks are generated.