Evaluation on the Damage Evolution of the CRCP+AC Composite Pavement by the Concrete Dameged Plasticity Material Model

In the study on the CRCP+AC composite pavement, the form and distribution pattern of cracks are two important factors influencing the performance and the lifetime of the pavement. The concrete damaged plasticity material model incorporated in the general purpose finite element software named ABAUQS was adopted to describe the mechanical characteristics of the CRC slab. Combining with the temperature field database drawn from the three-dimensional transient heat transfer analysis, the structural damage under the condition of temperature changing is analyzed. The structural damage evolution and the crack behavior of the CRC slab subjected to the thermal-mechanical coupling condition are further analyzed, which suggests that the role of the asphalt concrete surface is not confined only to the scope of improving the performance of the road, its capacity for improving the stress state of CRCP slab is worthwhile to be affirmed. And the reasonable thickness of AC layer should be designed in consideration of the thermal contraction and damage properties of the CRC slab comprehensively.     

Nonlinear numerical simulation of steel reinforced concrete truss joints

This paper analyzes the steel reinforced concrete large span transfer truss joints using the finite element analysis software ANSYS, and get the joints deformation and the mechanics increase, such as deformation properties, stress distribution. The monitoring results during construction phase show that nonlinear numerical simulation analysis, which is in good agreement with the test results, is an effective method for the mechanical property analysis on this kind of structural components.     

浅谈混凝土裂缝与施工

混凝土内出现的裂缝按深度的不同,分为贯穿裂缝、深层裂缝及表面裂缝三种。为了保证出现最少的裂缝,就必须在混凝土施工时掌握它的基本性能,并根据实际应用情况采取有效措施,以确保施工质量。     

钢筋混凝土无损检测的手持式探地雷达研制

根据钢筋混凝土无损检测的特点和超宽带雷达探测原理,研制了一种手持式高分辨率超宽带探地雷达系统.阐述了基于无载频脉冲发射机、等效时间采样接收机和超宽带收发天线的低成本射频模块的基本结构和工作原理,描述了集雷达控制、数据采集和图像处理于一体的嵌入式控制模块的设计方法.软硬件集成提高了系统的便携性、可靠性和实时性.原理样机实验结果表明：该检测系统可有效检测埋深为0~35 cm,间隔6 cm以上的Φ6钢筋位置和保护层厚度,并可反映钢筋混凝土的其他特性.     

预应力空心板先简支后连续受力性能研究

先简支后连续结构,不仅具有简支梁桥施工简便的优点,而且保证桥梁的行车平顺。本实验基于预应力空心板先简支后连续的结构特征和受力特点,进行荷载试验和极限承载能力的加载试验,同时与预应力简支空心板作对比试验。试验结果表明,先简支后连续结构明显优于桥面连续的结构。     

寒区桥梁用自密实混凝土试验研究

通过对自密实混凝土进行快冻法和3%NaCI溶液的冻融循环试验,测定不同冻融循环次数后的质量损失率和相对动弹模量及其变化特点以及冻融损伤对氯离子扩散能力的影响。结果表明：自密实混凝土随着冻融次数的增加,其表观质量、力学性能均呈现不同下降趋势。可为寒区桥梁工程设计、养护及寿命预测提供依据。     

三板拼接式小型U形混凝土衬砌渠道冻胀破坏力学模型

研究土体冻胀对渠道混凝土衬砌结构的影响,对于保障季节性冻土地区渠道输水效率具有重要意义。以三板拼接式小型U形渠道混凝土衬砌结构为对象,研究其在冻胀作用下的受力状态。依据叠加原理将冻胀视为重力、切向冻结力、法向冻结力及法向冻胀力的共同作用,利用结构整体及局部的平衡关系,根据渠道的结构型式、破坏特征及原型观测结果,建立了衬砌结构的冻胀破坏力学模型,给出了便于设计应用的计算公式。对野外观测中的某渠道各部位内力计算结果表明,三板拼接式小型U形渠道混凝土衬砌结构以压弯为主,与实际破坏特征相吻合。刚性接缝处承受较大的轴力和剪力,是结构受力的薄弱位置。为减轻冻胀破坏程度,进一步建议衬砌板直线段倾角α在[22,26]度间取值,坡板弧段圆心角θ略大于U形渠底圆心半角,法向冻结力的合力作用点为从渠顶沿直线段向下2/3处。研究结果可以为季冻区三拼式小型U形混凝土衬砌渠道的设计提供参考依据。     

Ultimate Bearing Capacity of Concrete Two-way Composite Slabs with Precast Concrete Ribbed Panels

New types of precast concrete ribbed panels are developed in order to adapt to the complex loading conditions and different floor spans. Based on the yield line theory, equations for the ultimate bearing capacity and yield patterns of two-way composite slabs of different edge conditions and under uniformly distributed loading are developed, and the simplified formulas for the ultimate moment per unit width are proposed. The plastic limit analyses of two examples on the simple support and the fixed support are conducted, and the calculation results show good agreement with the experimental data.     

北疆地区混凝土衬砌渠道损坏原因及治理措施

通过对混凝土渠道损坏的具体原因进行分析,并提出一些相应的治理措施,以期能够对类似情况的混凝土渠道设计提供一定的借鉴。     

刚架拱桥斜撑破坏及加固后可靠性分析

根据刚架拱桥结构的受力特性和构件本身存在的缺陷,利用斜撑的ANSYS实体模型分析刚架拱桥斜撑的破坏机理,以弹模的降低来模拟斜撑湿接缝处混凝土强度的衰变.研究表明湿接缝处混凝土强度不足是斜撑破坏的主要原因,并对斜撑加固后的可靠性进行分析,预测了斜撑的剩余使用寿命.