爆炸预处理提高D级船板(WD钢)模拟CGHAZ韧性的研究

运用示波冲击和维氏硬度试验、扫描电镜断口和电子探针能谱分析、图象仪测定等手段研究了爆炸预处理对WD钢模拟CGHAZ韧性的影响，发现爆炸预处理具有显著提高WD钢大线能量(50kJ／cm)模拟CGHAZ韧性的效果，提高幅度达118％，其原因在于细化原奥氏体晶粒，生成了较多的先共析多边铁素体，软化了组织。     

再生骨料绿化混凝土的研究

本文主要介绍了绿化混凝土的概念、分类,绿化混凝土构筑适合于植物生长环境的措施。通过对再生骨料绿化混凝土的原材料和配合比试验以及物理力学性能及耐久性能试验,为进一步的工程应用提供了可靠的依据。     

混凝土外加剂在防渗工程中的应用

根据江东灌区的工程实际，总结了在渠道防渗工程中混凝土外加剂应用情况，提出了应用中的注意事项。     

大体积承台混凝土施工

阐述了东莞水道特大桥主桥承台大体积混凝土浇筑施工工艺 ,及施工中的注意事项 ,从分层的厚度、表面处理等方面 ,提出了采用泵送混凝土浇筑施工中质量弊病的预防措施     

配置抗冲切钢筋的混凝土异形柱-板柱连接试验研究

在9个柱截面为三种典型异形柱(十字形、T形和L形) -板柱连接未配置抗冲切钢筋时的冲切特性试验基础上,以十字形柱-板柱连接为代表,通过三个配置抗冲切钢筋试件与三个未配抗冲切钢筋试件的对比试验,研究了异形柱-板柱连接配置抗冲切钢筋后的冲切特性,同时将锚栓和箍筋的抗冲切性能进行了对比。试验结果表明,抗冲切钢筋可以有效地提高板的受冲切承载力和延性,在改善延性方面,锚栓比箍筋更有效。另外,将国外几个主要规范ACI3 18、BS8110及MC90 ,关于对非矩形荷载面冲切临界截面周长的规定进行了比较,从试验结果看,ACI3 18规范的取法更合理。     

钢筋混凝土非正常裂缝的产生原因及应对措施

根据钢筋混凝土结构中非正常裂缝的种类，分析了各种裂缝的产生原因，并有针对性地提出了应对措施，以保证建筑物和构件安全和稳定地工作。     

State of Practice for Positive Moment Connections in Prestressed Concrete Girders Made Continuous

Precast bridges are often constructed as single span for dead load, but continuous for live load. A diaphragm connection is provided for negative moment continuity. However, the connection may also be subjected to positive moments due to time-dependent effects. Because these moments may be large enough to damage the diaphragm or even the girders, a positive moment connection is often provided. This paper reports on a study to determine the types of positive moment connections used across the country and to identify potential problems with these types of connections. A questionnaire survey was conducted to assess the state of practice for precast prestressed concrete bridges made continuous. The survey provides valuable information on this type of bridge and updates a previous survey on this subject.     

Analytical modeling and experimental study of tensile strength of asphalt concrete composite at low temperatures

In this study, analytical modeling of the tensile strength of hot-mix asphalt (HMA) mixtures at low temperatures was developed. To do this, HMA mixtures were treated as a two-phase composite material with aggregates (coarse and fine) dispersed in an asphalt mastic matrix. A two-phase composite model, which was similar to Papanicolaou and Bakos's [J. Reinforced Plast. Compos. 11 (1992) 104] model with a particle embedded in an infinite matrix, was proposed. Unlike Papanicolaou and Bakos's model, an axial stress was introduced to the fiber end to consider the load transferred from the asphalt mastic the aggregate. Efforts were also made to consider the effect of aggregate gradation, asphalt mastic degradation, and interfacial damage between the aggregates and asphalt mastic matrix on the tensile strength of the HMA mixtures. Experimental investigations were conducted to validate the developed theoretical relations. A reasonable agreement was found between the predicted tensile strength and the experimental results at low temperatures. Parameters affecting the tensile strength of asphalt mixtures were discussed based on the calculated results.     

混凝土多孔砖应用技术研究

在分析了多孔砖力学特点的基础上,通过分析和研究,找出克服由于设计、施工原因造成的混凝土多孔砖砌体强度下降的措施。     

桥梁高性能混凝土应用

分析比较了混凝土与高性能混凝土的应用情况，介绍了桥梁使用高性能混凝土的必要性和重要性，通过评价高性能混凝土桥梁的寿命、经济性，提出了降低HPC桥梁建设成本的措施。