ENSO事件对松花江流域夏季降水的影响

对1951—2000年的ENSO事件对松花江流域夏季(6—8月)降水的影响进行了分析,结果显示:赤道中东太平洋海温异常与松花江流域夏季降水有很好的相关性,特别是ENSO事件出现后,El Nino事件影响年通常对应于松花江流域夏季降水偏多,La Nina事件影响年松花江流域夏季降水则较常年偏少,且二者通过了置信度α=0.05的显著性检验.这种相关性可用于进行松花江流域夏季降水的预测.     

斜跨钢拱桥索梁锚固区主梁腹板加劲肋优选

为了进行斜跨钢拱桥索梁锚固区主梁腹板内侧加劲肋的优选,以张家口某斜跨拱桥为研究对象,通过比选确定正确的计算单元和合理的计算梁段长度,采用有限元分析软件Ansys对锚箱式索梁锚固结构进行研究,并全面分析构造细节如加劲肋形式对锚固区各方面的影响。经分析得到腹板内侧焊接对应于锚固板和承压板的斜向加劲肋时,螺栓容易布置;焊接竖向加劲肋时,施工方便,二者都能满足分散应力的要求。     

斜跨拱桥的力学特性及工程实践

斜跨拱桥外形独特、新颖,是颇有竞争力的城市景观桥型。该类桥型拱肋斜跨主梁。本文针对该桥型的结构形式和受力特点,就其概念设计、细部构造等关键性技术问题展开讨论。最后以大连市红星海世界观景观桥为例对该桥型各部分结构的力学性能进行了分析,旨在使斜跨拱桥体系的设计得到进一步的优化。     

Platymonas subcordiformis吸附镍离子的研究

分别研究了不同生长期海洋绿藻Platymonas subcordiformis对不同浓度Ni2+的吸附能力,以及藻液pH、光照强度和共存金属阳离子对藻细胞吸附能力的影响。对数生长前期藻细胞藻液和Ni2+的初始浓度为80 mg/L时的吸附能力较强,分别为7.76×10-5μg/个细胞和7.85×10-5μg/个细胞。当藻液pH介于9~10,光照强度为4 500 Lx时,藻细胞吸附Ni2+能力较强。此外,共存金属阳离子会抑制藻细胞对Ni2+的吸附。     

Design of Structural Left-handed Material based on Topology Optimization

An effective method to design structural Left-handed material(LHM) was proposed. A commercial finite element software HFSS and S-parameter retrieval method were used to determine the effective constitutive parameters of the metamaterials, and topology optimization technique was introduced to design the microstructure configurations of the materials with desired electromagnetic characteristics. The material considered was a periodic array of dielectric substrates attached with metal film pieces. By controlli...     

基于照度补偿的人脸图像遮挡阴影消除处理*

为了消除人脸图像中的遮挡阴影对识别精度的影响,采用数学形态学处理对阴影进行检测分离,根据其照度损失不同划分为阴影边缘区和阴影主体区,分别实施照度补偿,并将非阴影区、阴影边缘区和阴影主体区光强光顺过渡,实现对图像阴影区域的恢复处理。基于该照度补偿原理处理实例表明,该方法可以较好地去除人脸图像中部因遮挡造成的阴影,显著改善图像质量。     

Study on the characteristics of erbium-doped waveguide ring laser

A theoretical model of the erbium-doped waveguide ring laser is established according to the theory of erbium-doped waveguide amplifier and the transmission matrix of waveguide directional coupler. The influence of bend radius, coupling coefficient and doped erbium ion concentration on the characteristics of waveguide ring laser is investigated. It is shown that due to the co-action of waveguide bend loss and other relevant loss there is an optimal bend radius which can provide simultaneously low threshold pumping power and high laser light output power. As one part of the resonator’s loss, the laser light coupling coefficient of directional coupler has an impact on the laser property. The analysis indicates that the laser achieves the high output power when the coupling coefficient is about 0.2. The threshold pumping power is the minimum when the doped erbium ion concentration is 0.85×10²⁶ m⁻³. Increasing the concentration of doped erbium ions will enhance the output power of laser light as long as the concentration doesn’t introduce remarkable up-conversion effect. The results give a good theoretical basis for the design and fabrication of erbium-doped waveguide ring laser devices. Supported by the National Natural Science Foundation of China (Grant No. 60807015), the Specialized Research Fund for the Doctoral Program of Higher Education (Grant No. 200801411037), the Young Teacher Cultivation Foundation of Dalian University of Technology (Grant No. 893210) and Doctor Start-up Foundation of Dalian University of Technology (Grant No. 893322)     

Development of a unified viscoplasticity constitutive model based on classical plasticity theory

The traditional unified viscoplasticity constitutive model can be only applied to metal materials. The study of the unified constitutive theory for metal materials has discovered the correlation between the classical plasticity theory and the unified viscoplasticity constitutive model, thus leading to the concepts of the classic plastic potential and yield surface in the unified constitutive model. Moreover, this research has given the continuous expression of the classical plastic multiplier and presented the corresponding constructive method, which extends its physical significance and lays down a good foundation for the application of the unified constitutive theory to the material analysis in more fields. This paper also introduces the unified constitutive model for metal materials and geo-materials. The numerical simulation indicates that the construction should be both reasonable and practical. Supported by the National Natural Science Foundation of China (Grant No. 90410012)     

Theoretical analysis on bending behavior of functionally graded composite beam crack-controlled by ultrahigh toughness cementitious composites

Ultrahigh toughness cementitious composites (UHTCC) obviously show strain hardening property under tensile or bending loading. The failure pattern of the UHTCC components exhibits multiple fine cracks under uniaxial tensile loading with prominent tensile strain capacity in excess of 3%, with merely 60 μm average crack width even corresponding to the ultimate tensile strain state. The approach adopted is based on the concept of functionally-graded concrete, where part of the concrete, which surrounds the main longitudinal reinforcement in a RC (reinforced concrete) member, is strategically replaced with UHTCC with excellent crack-controlling ability. Investigations on bending behavior of functionally-graded composite beam crack controlled by UHTCC has been carried out, including theo- retical analysis, experimental research on long composite beams without web reinforcement, validation and comparison between experimental and theoretical results, and analysis on crack control. In addition to improving bearing capacity, the results indicate that functionally-graded composite beams using UHTCC has been found to be very effective in preventing corrosion-induced damage compared with RC beams. Therefore, durability and service life of the structure could be enhanced. This paper discusses the development of internal force and crack propagation during loading process, and presents analysis of the internal force in different stages, moment-curvature relationship from loading to damage and calculation of mid-span deflection and ductility index. In the end, the theoretical formulae have been validated by experimental results.     

Experimental investigation and analysis on flexural performance of functionally graded composite beam crack-controlled by ultrahigh toughness cementitious composites

Based on the concept of functionally graded concrete, UHTCC (ultrahigh toughness cementitious composites) material with excellent crack-controlling ability is strategically substituted for part of the concrete, which surrounds the main longitudinal reinforcement in a reinforced concrete member. Investigations on bending behavior of such a functionally graded composite beam crack-controlled by UHTCC (abbreviated as UHTCC-FGC beam) have been carried out. After establishing a theoretical calculation model, the paper discusses the results of four-point bending experiment on long composite beams without web reinforcement, and validates the theoretical formulae through experimental results of UHTCC-FGC beams with different thicknesses of UHTCC layer. Besides improving bearing capacity and saving steel reinforcements, the results indicate that UHTCC-FGC beams can also effectively control the deformation and enhance the ductility of members. At last, the optimal thickness of UHTCC layer in UHTCC-FGC beams has been confirmed, which can not only save materials and improve mechanical performance of members, but also be very effective in preventing corrosion-induced damage and enhancing the durability of members by controlling crack width below 0.05 mm under service conditions. Supported by the Key Program of the National Natural Science Foundation of China (Grant No. 50438010) and the Research and Application Programs of Key Technologies for Major Constructions in the South-North Water Transfer Project Construction in China (Grant No. JGZXJJ2006-13)