Microcracking and Chloride Penetration of Concrete under Uniaxial Compression

A non-destructive method of evaluation of specific crack area was used to characterise microcracking in concrete prisms during uniaxial compression loading and unloading. Chloride profiles were also measured after the same concretes were exposed to chloride environment. The relation among microcracking, stress-strength ratio and chloride penetration of concrete were analysed based on the experimental results. Under compressive load, the apparent chloride diffusion coefficient decreases until about one third of the ultimate load. Further increase of compressive load improves the chloride diffusion coefficient again. There is a close link between microcracking and stress-strength ratio. The index of specific crack area can be used to indicate the microcracking and study chloride transport behaviour into concrete under the influence of microcracking.     

Partial discharge pattern recognition based on S transform and two-directional 2DPCA

A new feature extraction method is proposed to recognize different types of partial discharge (PD) signals. Firstly,four typical categories of PD artificial defect models are made and S transform (ST) is employed to obtain a time-frequency representation of the recorded UHF signals. Then,two-directional two-dimensional principal component analysis ((2D) 2PCA) is applied to compress the ST amplitude (STA) matrix to extract features. Finally,support vector machine (SVM) combined with particle swarm optimization (PSO) algorithm is introduced to accomplish the recognition of experimental samples. Classification results demonstrate that the average recognition rate of (10,5) combination is the highest while the one of (5,5) combination is the lowest among four kinds of feature dimension combinations. Moreover,PSO can obviously improve the classification performance of SVM. Specifically,all the average recognition rates of PSO-SVM are higher than 94.43%and the maximum value comes to 97.67%. Therefore,the feature sets extracted by ST and (2D) 2PCA can not only achieve dramatic dimension reduction,but also retain the major information of original data. It is proved that the proposed algorithm can obtain ideal results in PD pattern recognition.     

生计资本视角下农户土地承包权调整方式认可度研究

农户是土地承包权调整方式的“践行者”,也是调整效果的“检验者”,探究其认可度对相关政策的制定与可持续发展实施至关重要。基于江西省510份农户的调查数据,从生计资本视角运用Ordered Logit模型,就农户土地承包权调整方式认可度及影响因素展开研究分析。研究发现：（1）样本农户生计资本总值与各项生计资本指数都较低,五大生计资本指数存在显著差异性,其中生计资本指数最高、自然资本指数最低。（2）人力资本中,文化程度、是否有非农技能和家人健康状况都呈显著影响;自然资本中,承包地面积呈显著正向影响;物质资本中,货车数量呈显著负向影响;金融资本中,家庭年收入和贷款难度都呈显著影响;社会资本中,是否有村干部和是否经常参加村会议都呈显著影响。在此结果基础上,提出了要发挥政府主导作用,加大相关宣传,也要因地制宜,在稳定的承包关系下,根据村庄实际情况选择土地承包权调整方式的政策建议。     

Comparative study on the identification of structural modal parameter using different methods

Chongqing Chaotianmen Yangtze River Bridge is the world's longest-span arch bridge. The node connections on its main truss’s lower chords are to bear millions of large-amplitude stress cycles caused by automobile and light-rail train loads. However, there exists no referential designing and testing experience in such detailing on long-span steel bridges at home and abroad as yet. High-cycle fatigue behavior testing on a detailing model has been conducted to study the fatigue reliability of the bridge’s critical node connections. The testing cycling load on the model is determined according to conventional specifications and the expected traffic flow on the Bridge. The 1/2-scale detailing model is carefully fabricated to simulate the node prototype and undergo the 2 million-cycle testing with the design load. Through testing, fatigue reliability of Chaotianmen Yangtze River Bridge’s main-truss lower-chord node connections during the design service life is verified. In addition, static test data are compared with those calculated by finite element analysis to prove the validity of the node model. In the end, fatigue destruction test of the model was carried out to get the fatigue failure law of the node connection and provide necessary parameters and reference for designing and monitoring of this bridge in the future.     

Affine invariant shape recognition with particle swarmoptimization algorithm

Focusing on the problem that affine transformation will exist among the contour images due to variation of the viewpoints, a new approach to extract affine invariant features and matching strategy is proposed for shape recognition. First, the centroid distance and azimuth angle of each boundary point are computed. Then, with a prior defined angle interval, all the points in the neighbor region of the sample point are considered to calculate the average distance for eliminating noise. After that, the centroid distance ratios(CDRs) of any two contour points with angle difference of 180° are achieved as the representation of the shape, which would be invariant to affine transformation. Since the angles of contour points changed non linearly among affine related images, the CDRs should be resampled to build corresponding relationship. It could be regarded as an optimization problem of path planning. In our method, a PSO based path planning model is presented to address this problem. The experimental results demonstrate the efficiency of the proposed method in shape recognition with translation, scaling, rotation, distortion and noise interference.     

Simulation on crack growth of drill pipe with XFEM

Crack growth of drill pipe is a typical discontinuous problem. It is difficult to simulate with conventional finite element method and extended finite element method (XFEM) is developed in recent years for the problem. With the introduction of XFEM, the XFEM model of 5 inch drill pipe was proposed with different depth initial cracks under combined action between torque and tension. Based on the simulation, It is found that the smaller cracks is not easy to grow, whilst the crack of depth more than 2mm could grow under relatively lower external load and larger growth surface, eventually leads to pipe fracture failure. Through this simulation on crack growth of drill pipe, it is showed that the XFEM is appropriate in analysis of fracture failure.     

冬季施工过程混凝土控制裂缝的预防措施

在我国寒冷地区,冬季建筑工程施工常常出现质量问题,即易出现混凝土裂缝和钢筋锈蚀等现象.该文有针对性地论述了三种预防措施.     

乡土树种概念及其简易判定

乡土树种含义明确,尽人皆知,却难于判定。为了提高乡土树种的判定能力,从分析乡土树种概念及其应用价值入手,研究了树种俗名的命名原因、命名方式,认为俗名具有与文献记载相同的记录价值,可以用作乡土树种判定标准,并简略定义乡土树种为土生土长有土名的树种。最后概要介绍,在走访调查俗名的过程中,要注意避免方言差异引起的误听误记。     

浅议水泥混凝土路面裂缝的原因及防治

本文较详细地阐述了水泥混凝土路面产生裂缝的原因及在其施工过程中应注意的事项。     

桥面铺装用纤维混凝土耐久性试验与分析

试验以本地的材料为研究对象，针对寒区桥面铺装这一特殊应用领域要求，进行低掺聚丙烯纤维混凝土配合比设计及优选。然后对不同掺入量组成的低掺聚丙烯纤维混凝土抗渗、抗裂的耐久性试验研究，并对试验结果进行分析评价。