交通宁静化及对路网的影响

交通宁静化的基本思想是通过采取一系列有效措施来抑制机动车需求,从而实现居民区交通的宁静化,为行人和自行车提供安全、舒适的环境。分析几种常见的交通宁静化措施及其适用性,阐述了进行交通宁静化措施影响分析的要点,探讨交通宁静化措施对路网的影响分析方法,并建立了路网影响分析模型。     

Improving the toughness of high strength GMA welds

The propertied of high strength GMA welds are controlled by bead size, in particular the weld metal microstructure which is controlled by weld cooling rate. Shielding gas composition is known to be important as regards the protection of the molten weld pool from atmospheric contamination. However the role of the shielding gas composition in developing weld metal toughness is less well documented. This paper attempts to identify those characteristics in the deposition of a weld which contribute to improved toughness in high strength steel welds.     

柔性纤维砼断裂韧性的试验研究

通过三点弯曲梁的试验,对柔性纤维砼的断裂韧性进行了测试和分析,并计算出不同柔性纤维含量的纤维砼的断裂韧性.表明柔性纤维砼的抗裂性能明显优于普通砼.     

A review of the effect of a／W ratio on fracture toughness （Ⅰ）—experimental investigation in EPFM

Many experimental investigations have previously been performed and recently done on different shipbuilding structural steels where the specimens size and crack depth/specimen width (a/W) were varied. A series of interesting results have been gained. It is worthwhile to have a review on the effect of a/W ratio on fracture toughness, and further theoretical analysis is necessary. In this paper, experimental work in elasticplastic fracture mechanics (EPFM) was discussed. Tests had been carried out on 10 kinds of strength steels. Results showed that J _i and δ₁ values increased with decreasing a/W when a/W<0.3 for three-point bend specimens and that shallow crack specimens which have less constrained flow field give markedly higher values of toughness than deeply notched specimens. However, for a/W>0.3, the toughness was found to be independent of a/W. Slip line field analysis shows that for shallow cracks, the hydrostatic stress is lower than that from standard deeply cracked bend specimen which develops a high level of crack tip constraint, provides a lower bound estimate of toughness, and will ensure an unduly conservative approach when applied to structure defects especially if initiation values of COD/J-integral are used.     

A review of the effect of a/ W ratio on fracture toughness （Ⅲ） ——theoretical analysis

In part I and II of this series, experimental investigation in both EPFM and LEFM had been discussed. In this part, further theoretical analysis is given. The theoretical development of Two Parameter Fracture Mechanics by Hancock etc, has rationalized our experimental results. This method can be applied to engineering practice, and will allow the advantage of enhanced toughness for specimens with low levels of constraint to be taken into account for defect assessment.     

基于滑动冲击的弹性钢索三次冲击力学特性研究

本文针对弹性钢索三次冲击分析计算难题,提出了基于滑动冲击的动特性分析理论,推导并建立了分析计算和仿真模型,经与实际实验的实测结果对比,本文提出的理论和分析计算模型正确可用。     

Effect of structural variables on automotive body bumper impact beam

Increasing fuel economy has been a central issue in the development of new cars, and one of the important strategies to improve fuel economy is to decrease vehicle weight. In order to obtain this goal, researchers have sought to make bumpers lighter without sacrificing strength, ability to absorb impact, or passenger safety. In this study, the effects of structural variables on the torsional stiffness of a body bumper impact beam were analyzed for possible weight reduction. To this end, the effects of variation of section height, increase of impact beam thickness and the addition of stays in a bumper impact beam were carefully investigated and compared. Among these, the most effective way to increase the torsional stiffness of the bumper impact beam was found to be increasing the section height. In addition, the potential for overall weight reduction of the impact beam was examined by comparing the crash capability of a bumper using conventional steels with that of high-strength steel (boron steel) with a tensile strength of 1.5 GPa. This analysis could serve as a guide to design for optimal bumper impact beam development.     

冲击压实破碎旧水泥混凝土路面引起的环境振动特性研究

结合对316国道福州段旧水泥混凝土路面冲击压实改建工程中环境振动的现场监测,探讨分析了冲击压实破碎旧水泥混凝土路面施工动荷载对周围环境振动影响的特点和规律,并通过进一步对振动量的频谱分析,分析了冲击压实引起的地面振动的频谱特征,最后基于以上研究,探讨了冲击压实引起的环境振动对建筑物的影响和防护,为冲击压实处理旧水泥混凝土路面技术的安全应用提供了技术参考。     

怀通高速公路骨架抗裂型水泥稳定碎石基层材料性能试验研究

结合怀通高速公路的工程实践,研究了粗骨料少粉料密实型水泥稳定碎石基层材料的体积性能指标、强度指标、刚度指标、收缩系数、抗裂指标进行了深入的试验研究,试验研究结果表明：骨架抗裂型级配水泥稳定碎石比悬浮型级配相比,具有更密实、强度更好、收缩性能好、抗裂性更强的特点。并且减少裂缝、节约造价。同时本文还结合怀通高速公路工程实践,对骨架抗裂型水泥稳定碎石基层的施工关键技术进行了研究。     

重型AMT起步和换挡控制指标的研究

重型AMT变速箱控制难点是不同工况下离合器及选换挡执行机构的控制及协调,传统的开发方法需要通过大量的试验进行调试和标定,这种方法虽然实时性好,但是效率低、成本高,且具有一定的危险性。本文通过对熟练驾驶员的手动箱驾驶试验数据进行采集和分析,提炼出不同工况下离合器及选换挡机构的控制指标,并将这些指标应用到AMT变速箱开发中,并通过样车进行试验验证。结果表明,这种方法能有效缩短AMT变速箱开发周期、降低开发成本。