“和谐社会”思想的渊源：傅立叶的和谐社会思想

和谐社会是人类孜孜追求的一种理想社会形态，自中国共产党十六届四中全会以来，构建社会主义和谐社会进入我党议事日程。因此，就和谐社会思想的由来，傅立叶和谐社会思想概述、评述三个方面对空想社会主义大师傅立叶的和谐社会思想，主要是傅立叶《经济的和协作的新世界》一书中的和谐社会思想做简单疏理、作部分评述，使对傅立叶和谐社会思想有一个较为清楚、科学的认识。     

关于商品包装物开发利用途径的研究与探讨

针对商品包装物消耗大量原材料、能源及物化劳动和活劳动的现状,为实施持续发展战略,为人类生存留有空间、为子孙后代造福,就商品包装物所用材料的开发与利用途径问题提出了行之有效的措施,为商品包装物的开发利用展示了新的途径.     

论包装与品牌定位

在现代商业社会,包装的价值已经从一个单纯保护商品的功能转化为提升和凸现品牌定位的更高层面上来了.如何有效、科学地利用一个产品的包装色彩、包装造型、包装材料以及包装上面的产品名称、图案、符号、文字等可视元素,成为促进与强化一个品牌定位在客户心目中塑造的重要的营销手段.     

民间习俗与天然包装材料

天然包装材料,是人类对造物的实用功能性的基本追求.不同社会、不同环境、给人与人之间、民族与民族之间带来了明显的差异.它包括政治、经济、文化等因素的综合作用和制约,这种造物活动就使人们陷入一种复杂的境地并深受影响,从而使造物活动的目的和内涵变得更加复杂化.     

高强度铁道车辆用钢的焊接研究

研究了宝钢高强度铁道车辆用钢的焊接性。针对焊接材料熔敷金属、焊接接头塑韧性不能满足新型铁道车辆焊接中梁制造要求的现状，开发了新的配套气体保护焊耐候焊丝。结果表明，新开发焊丝的熔敷金属及其焊接接头，不但强度高，抗焊接冷裂能力强，塑性好，-40℃的低温冲击性能Axv≥60J，而且具有高耐候性。该钢种与焊丝已用于铁道车辆新车型的试制。     

中间夹层材料和保护气体对不锈钢-碳钢复合效果的影响

提出了利用中间夹层材料促进不锈钢与碳钢复合的新工艺。研究了中间夹层材料和保护气体对不锈钢与碳钢复合效果的影响规律。结果表明，采用自制的银基中间夹层材料可以使两种母材在较低的压力下实现良好的复合；加热过程中采用氩气保护能够有效地去除不锈钢表面致密的氧化膜。     

韶钢物资供应网络系统的开发

介绍物资供应网络系统的开发，该系统用于在韶钢大宗原燃材料、辅助材料采购业务。     

Explicit local buckling analysis and design of fiber–reinforced plastic composite structural shapes

Pultruded fiber–reinforced plastic (FRP) composite structural shapes (beams and columns) are thin-walled open or closed sections consisting of assemblies of flat plates and commonly made of E-glass fiber and either polyester or vinylester resins. Due to high strength-to-stiffness ratio of composites and thin-walled sectional geometry of FRP shapes, buckling is the most likely mode of failure before material failure. In this paper, explicit analyses of local buckling of rectangular orthotropic composite plates with various unloaded edge boundary conditions (i.e., (1) rotationally restrained along both unloaded edges (RR), and (2) one rotationally restrained and the other free along the unloaded edges (RF)) and subjected to uniform in-plane axial action at simply-supported loaded edges are first presented. A variational formulation of the Ritz method is used to establish an eigenvalue problem, and explicit solutions of plate local buckling coefficients in term of the rotational restraint stiffness (k) are obtained. The two cases of rotationally restrained plates (i.e., the RR and RF plates) are further treated as discrete plates of closed and open sections, and by considering the effect of elastic restraints at the joint connections of flanges and webs, the local buckling of different FRP shapes under uniform axial compression is studied. The approximate expressions of the rotational restraint stiffness (k) for various common FRP sections are provided, and their application to sectional local buckling predictions is illustrated. The explicit local buckling formulas of rotationally restrained plates are validated with the exact transcendental solutions. The analytical predictions for local buckling of various FRP profiles based on the present discrete plate analysis and considering the elastic restraints of the flange–web connections are in excellent agreements with available experimental results and finite element eigenvalue analyses. A design guideline for local buckling prediction and related performance improvement is proposed. The present explicit formulation can be applied effectively to determine the local buckling capacities of composite plates with elastic restraints along the unloaded edges and can be further used to predict the local buckling strength of FRP shapes.