浅谈建筑工程钢筋混凝土的质量控制

本文论述了在工程建设中钢筋混凝土质量优劣的重要性,并结合当前施工中存在的一些问题,探讨了该采取的方法,以达到控制工程质量的目的。     

钢筋混凝土结构锈蚀损伤定位

对钢筋混凝土结构锈蚀损伤定位进行了研究,以频率变化平方比作为锈蚀损伤参数,从理论上证明该参数是锈蚀损伤位置的函数。锈蚀钢筋混凝土结构试验结果表明预测的损伤位置和实际的损伤位置较一致,模态参数用于检测混凝土结构构件中的损伤,为大型结构的鉴定和评估提供了新的途径。     

SiC-W层状复合材料增韧机理分析

为分析SiC－W层状复合材料增韧性机理，对以SiC陶瓷胶片为基体层，金属W为夹层的SiC－W层状复合材料进行了力学性能测试，并用电镜法得到其断面显微结构照片。试验结果表明：1）与SiC单材料断裂韧性相比，SiC－W层状复合材料的断韧性增大；2）在基体层厚度不变，夹层厚度为10－50μm时，SiC－W层状复合材料的断裂韧性随夹层厚度的增加而增大，而抗弯强度随之下降；3）材料在不同方向断裂韧性不同。SiC－W层状复合材料裂韧性增大的原因是：1）夹层晶体颗粒大于基体体层的，其沿晶断裂形式延长了裂纹扩展路径；2）断裂过程中有晶片拨出消耗了能量；3）二级层状结构中片层间的微裂阻止了断裂裂纹的扩展。     

温湿处理环境对木塑复合材弯曲性能的影响

木塑复合材在使用时应考虑不同的环境条件对材料性能的影响，本文研究了不同密度的聚丙烯基木塑复合材经高/低温和浸水处理后材料的弯曲性能的变化情况，为木塑产品的生产和应用提供依据。     

基于SVM的CFRW导电性建模预测研究

针对碳纤维增强木质复合材料（CFRW）导电性具有非线性的特点，采用基于支持向量回归机（SVM）的机器学习方法建立碳纤维增强木质复合材料导电性预测模型。结果表明，所建模型的预测精度高、泛化能力强.     

外包钢加固法的安全性防范措施研究

采用外包角钢加固的钢筋混凝土柱,其加固效果和安全性与诸多因素,如加固设计、加固施工工艺、加固端锚固构造、加固角钢的增钢率与增箍率、原柱所处的应力状态、使用过程中的维护管理等有关。对外包钢加固钢筋混凝土柱过程中影响其加固效果和安全性的诸多因素的安全性防范措施进行了初步的分析研究和探讨。     

Application and Advancement of Reinforced Earth Technique

In this paper, the application of reinforced earth technique, principle and calculation method, new reinforced materials developed and produced are introduced. A few of key technical problems in reinforced earth application is discussed, such as reinforced earth behavior, calculation method, durability of reinforced material, amendment and complement of the current standards. Then, the reinforced earth technique development and advancement were introduced.     

Experimental Study on the Extended Length of Negative Reinforcement Cut-in Phases in Continuous Beams

In this paper through the static loading tests of 6 inflexion zones and 2 cantilever zones in full-size constrained R/C beams, the stress performance in rebars cut-in-phases and subjected to negative moment is studied. The stress properties of extended length of rebars with different shear-span ratiosare analysed on basis of the full measurement of strain distributions combined with the investigation on state and regularity of the diagonal cracks development and series of new knowledge are obtained. It is found that current Concrete Design Code provisions on the extended length are inadequate for the high shear-span ratio and superfluous for the low shear-span ratio. The theoretical and experimental foundations are provided for determining proper value of extended length for rebars cut-in-phases.     

Recommendations on Shrinkage and Temperature Reinforcements in Concrete Slabs

The mechanism of shrinkage cracking is discussed with a simple member, which is fully restrained and subjected only to an axial restraining force caused by shrinkage, while a simple procedure is presented for the determination of the number and spacing of the cracks and the average crack width. With the simple model, some examples are shown to compare the provisions for minimum shrinkage and temperature reinforcement in GB 50010-2002 Code, ACI 318-02 Code and AS 3600-1988 Code. The results show that the provisions in GB 50010-2002 Code are too weak in comparison with the others. Finally, some recommendations are proposed.     

CALCULATING SYSTEM FOR SECOND-ORDER EFFECT IN THE COLUMNS OF REINFORCED CONCRETE FRAMES

This paper makes an analysis and comparison of the calculatingsystem for second-order effect in columns of reinforced concrete frames proposedby scholars at home and abroad,and the systems adopted by codes of manycountries.The focus is on explaining the conceptual error and deficiency in somemethods.After expounding the basic law of the second-order effect in framecolumns with different restraints,this paper suggests an improvement of thecalculating system for second-order effect in frame columns for China's DesignCode of Concrete Structures.