Evaluation method of cracking resistance of lightweight aggregate concrete

The cracking behavior of lightweight aggregate concrete（LWAC） was investigated by mechanical analysis, SEM and cracking-resistant test where a shrinkage-restrained ring with a clapboard was used. The relationship between the ceramsite type and the cracking resistance of LWAC was built up and compared with that of normal-weight coarse aggregate concrete（NWAC）. A new method was proposed to evaluate the cracking resistance of concrete, where the concepts of cracking coefficient ζt（t） and the evaluation index Acr（t） were proposed, and the development of micro-cracks and damage accumulation were recognized. For the concrete with an ascending cracking coefficient curve, the larger Acr（t） is, the lower cracking resistance of concrete is. For the concrete with a descending cracking coefficient curve, the larger Acr（t） is, the stronger the cracking resistance of concrete is. The evaluation results show that in the case of that all the three types of coarse aggregates in concrete are pre-soaked for 24 h, NWAC has the lowest cracking resistance, followed by the LWAC with lower water absorption capacity ceramsite and the LWAC with higher water absorption capacity ceramsite has the strongest cracking resistance. The proposed method has obvious advantages over the cracking age method, because it can evaluate the cracking behavior of concrete even if the concrete has not an observable crack.     

Freights loading optimization with balanced and unconcentrated loading constraints

The optimization of high density and concentrated-weight freights loading requires an even distribution of the freight＇s weight and unconcentrated loading on the floor of the car. Based on the characteristics of concentrated-weight category freights, an improvement method is put forward to build freight towers and a greedy-construction algorithm is utilized based on heuristic information for the initial layout. Then a feasibility analysis is performed to judge if the balanced and unconcentrated loading constrains are reached. Through introducing optimization or adjustment methods, an overall optimal solution can be obtained. Experiments are conducted using data generated from real cases showing the effectiveness of our approach： volume utility ratio of 90.4% and load capacity utility ratio of 86.7% which is comparably even to the packing of the general freights.     

Methodology for estimating probability of dynamical system’s failure for concrete gravity dam简

Methodology for the reliability analysis of hydraulic gravity dam is the key technology in current hydropower construction.Reliability analysis for the dynamical dam safety should be divided into two phases：failure mode identification and the calculation of the failure probability.Both of them are studied based on the mathematical statistics and structure reliability theory considering two kinds of uncertainty characters（earthquake variability and material randomness）.Firstly,failure mode identification method is established based on the dynamical limit state system and verified through example of Koyna Dam so that the statistical law of progressive failure process in dam body are revealed; Secondly,for the calculation of the failure probability,mathematical model and formula are established according to the characteristics of gravity dam,which include three levels,that is element failure,path failure and system failure.A case study is presented to show the practical application of theoretical method and results of these methods.     

薄壁波纹钢管混凝土柱局部屈曲性能研究

对一种新型的薄壁波纹钢管混凝土柱进行了低周反复荷载作用下滞回性能试验研究,然后利用ABAQUS进行模拟分析,分析了钢板截面宽厚比、长细比、钢板强度、混凝土强度等4个因素对薄壁波纹钢管混凝土柱局部屈曲的影响规律.试验结果表明:薄壁波纹钢管混凝土柱宽厚比、长细比基本与屈曲荷载成反比,钢板强度与屈曲荷载成正比,混凝土强度基本与屈曲荷载无关.     

哈尔滨城市公交工况的构建

针对哈尔滨市开展新能源公交客车示范运行,客车动力系统的匹配及其优化问题,采用GPS设备对哈尔滨城市公交典型线路的运行工况进行了实测,将记录的车速曲线分割成运动片段,采用主成分分析法和聚类技术提炼了运动片段的特征,进而建立了哈尔滨城市公交工况,并分别与中国城市公交工况和曼哈顿城市公交工况的特征值进行对比分析.分析结果表明,哈尔滨城市公交工况的平均车速低于中国城市公交道路工况,平均加、减速等特征值则高于中国城市公交道路工况.怠速比例低于曼哈顿城市公交工况.建议公交车生产及研发部门采用哈尔滨市自身的公交行驶工况,匹配设计出更符合实际的新能源公交客车动力系统,并通过优化控制策略,进一步提高车辆行驶的经济性.     

社会主义核心价值体系与高校校园文化建设

高校校园文化建设必须以社会主义核心价值体系来引领,它是社会主义核心价值体系的承担载体,也是学校精神文明建设的一部分。社会主义核心价值体系作为校园文化建设的核心,在引领校园文化建设方面,对青年大学生形成正确的价值观并且体现为他们的行动具有重大意义和深远影响。     

以品牌专业建设为契机 抓住发展机遇 全面提高专业建设质量

专业建设是高等学校最重要的教学基本建设,是教育教学工作的基础和重要生命线,是高等学校人才培养的重要依托。加强本科品牌专业的建设可提升学校本科专业建设的整体水平,提高学校本科人才培养质量、效益和竞争力。文章围绕如何开展品牌专业建设,结合学校实际,着重从品牌专业内涵、建设原则、内容和评价办法等方面进行了阐述。     

以党的群众路线教育实践活动为契机加强高校教师师德建设

文章分析了目前高校师德建设中存在的问题,提出以高校党的群众路线教育实践活动的开展为良好契机,通过有效途径,进一步加强高校师德建设。     

锈蚀混凝土梁承载力退化的试验研究

通过试验研究了锈蚀混凝土梁承载力的退化.试验中,共浇铸和试验了58个梁以调查钢筋锈蚀程度、锈蚀电流密度、水灰比和保护层厚度对梁承载力退化的影响.结果表明:当纵向裂缝宽度小于0.01mm时,梁承载力有较小程度的提高,但当纵向裂缝宽度大于0.01mm时,梁承载力随着纵向裂缝宽度的增大而减小.梁承载力退化速率随着锈蚀电流密度和保护层厚度的增大而减小,但随着水灰比的增大而增大.     

建筑业发展对新型墙体材料发展的影响

本文概括了我国与墙体材料有关的城镇化建设、住宅产业化、绿色建筑、高层建筑的发展,分析了建筑业的发展对墙体材料的要求,进而论述了新型墙体材料的发展趋势。