A modified equally sloped algorithm based on the total variation algorithm in computed tomography for insufficient data

Computed tomography (CT) has become an important technique for analyzing the inner structures of material, biological and energy fields. However, there are often challenges in the practical application of CT due to insufficient data. For example, the maximum rotation angle of the sample stage is limited by sample space or image reconstruction from the limited number of views required to reduce the X‐ray dose delivered to the sample. Therefore, it is difficult to acquire CT images with complete data. In this work, an iterative reconstruction algorithm based on the minimization of the image total variation (TV) has been utilized to develop equally sloped tomography (EST), and the reconstruction was carried out from limited‐angle, few‐view and noisy data. A synchrotron CT experiment on hydroxyapatite was also carried out to demonstrate the ability of the TV‐EST algorithm. The results indicated that the new TV‐EST algorithm was capable of achieving high‐quality reconstructions from projections with insufficient data.     

预应力管桩偏位处理方案

预应力管桩成桩质量好，承载力高，基础造价低，但在复杂地质情况下易出现断桩、弯桩及斜桩现象．结合某工程实例，通过对断桩、弯桩及斜桩的分析，提出了对类似管桩问题的处理办法．     

斜向梁柱外伸端板连接节点的恢复力模型研究

为简化实际工程结构中斜向梁柱外伸端板连接节点的分析与设计，利用欧洲规范EC3的组件法提出了斜向梁柱外伸端板连接节点的恢复力模型。首先，采用组件法计算了斜向梁柱外伸端板连接节点的初始转动刚度和屈服承载力，提出了外伸端板连接节点考虑钢梁倾角影响的初始转动刚度计算公式。通过对试验试件骨架曲线的无量纲化拟合了此类节点的三折线骨架曲线模型。通过回归分析确定了斜向梁柱外伸端板连接节点的卸载刚度计算公式。在此基础上，建立了斜向梁柱外伸端板连接节点的三线型恢复力模型。通过与试验及参数有限元分析结果的对比，验证了斜向梁柱外伸端板连接节点恢复力模型的准确性，研究成果可为斜向外伸端板连接节点的工程分析提供参考。