FRP非均匀约束海水海砂混凝土方柱轴压性能

为扩大纤维增强树脂复合材料(FRP)-海水海砂混凝土(SSC)组合结构的应用范围,改善FRP约束海水海砂混凝土柱脆性破坏特性,对碳纤维增强树脂复合材料(CFRP)非均匀约束海水海砂混凝土方柱的轴压性能进行了研究。试验结果表明:由于CFRP非均匀约束试件中沿高度方向CFRP厚度并不相等,因而整个破坏过程具有明显的预兆,故脆性行为得到明显改善。相比于相同体积率下的全包裹和条带约束试件,其具有更优越的力学性能,尤其是在净距比较小的情况下。随着外部CFRP条带净距的下降和层数的增加,试件的极限强度和变形能力显著提高。具体而言,由于FRP条带净距的降低导致试件的极限强度增幅在5.4%~18.5%不等,而在净距比固定状态下,当外部条带层数增大1倍后,极限强度与应变的最大增幅分别为15.8%和21.8%。最后基于试验数据,对现有部分代表性应力-应变模型对于非均匀约束混凝土的适用性进行了讨论,并给出了所有模型对于试件极限状态的预测精度与误差大小。

基于图像的非参数化采样印章生成

通过对一系列同一风格的样本印章的非参数化采样 ,由输入目标篆文自动生成相应的该风格印章 以子分笔画为基本单位 ,采用K近邻法使样本风格自然融入生成印章中 各子分笔画通过变半径圆形brush沿非均匀B样条曲线扫掠来拟合 提出了带约束逐层细分非均匀采样法来得到各插值型值点 文中算法简单明了 ,几何意义明显

Weight-based shape modification of NURBS curves by constrained optimization

A new method for shape modification of non-uniform rational B-splines (NURBS) curves was presented, which was based on constrained optimization by means of altering the corresponding weights of their control points. Using this method, the original NURBS curve was modified to satisfy the specified geometric constraints, including single point and multi-point constraints. With the introduction of free parameters, the shapes of modified NURBS curves could be further controlled by users without destroying geometric constraints and seem more naturally. Since explicit formulae were derived to compute new weights of the modified curve, the method was simple and easy to program. Practical examples showed that the method was applicable for computer aided design (CAD) system.