以中密方格网配筋的混凝土圆板之极限分析和设计

本文建议在混凝土圆板设计中以中密方格钢筋网代替常用的均匀方格钢筋网,可收到节省钢材12～22％的效果。文中用极限平衡法的上限解法(破坏线理论)推导了该种配筋体系的混凝土圆板在均布荷载下的极限承载能力计算公式,并提出了实用的设计建议。     

压型钢板-混凝土双向组合板实用计算方法

根据压型钢板-混凝土组合板的受力特点,讨论单、双向组合板的判断标准;提出双向组合板实用计算中考虑泊松比影响的跨中弯矩修正方法;对双向组合板荷载传递与各向同性的普通混凝土楼板的区别进行比较,提出方便实用的荷载传递计算方法。     

Early-age restrained shrinkage cracking of GFRP-RC bridge deck slabs: Effect of environmental conditions

Most of codes and guidelines for glass fiber reinforced polymers (GFRP) - Reinforced Concrete (RC) are based on modifying corresponding formulas, originally developed for steel bars, taking into account the differences in properties and behavior between FRP and steel. The main objective of this research is to investigate the effect of cyclic environments on early-age cracking of GFRP-RC bridge deck slabs experimentally. Two full-scale (measuring 2500-mm long × 765-mm wide × 180-mm thick) cast-in-place slabs reinforced with similar amounts of reinforcement ratio of 0.7% with GFRP and steel bars, respectively, were tested in adiabatic laboratory conditions as control specimens. In comparison, two other GFRP-RC deck slabs were tested under freezing–thawing and wetting–drying conditions. The test results are presented in terms of materials degradation, cracking pattern, crack width, and spacing, and strains in reinforcement and concrete. Test results indicate that the minimum reinforcement ratio (0.7%) recommended by the Canadian Highway Bridge Design Code 2006 (CHBDC 2006) for bridge deck slabs reinforced with GFRP bars satisfied the serviceability requirements after being subjected to the simulated cyclic exposures.     

Towards standardisation of proof load testing: pilot test on viaduct Zijlweg

Proof load tests of bridges can be very useful for structures with a lack of information, or for structures of which the effect of material degradation is difficult to assess. Contrary to diagnostic load testing, proof load testing is not well-defined in current standards in terms of required load and analysis of measurements. The risk related to the high loads used in proof load testing requires standardisation for these tests. The paper highlights important considerations for proof load testing that may lead to the development of guidelines in the Netherlands, by illustrating a pilot study on the viaduct Zijlweg in the Netherlands. This reinforced concrete bridge rates too low in shear. Topics of interest are the required load that the bridge has to withstand to be approved by the load test and the interpretation of the measurements during the test to avoid permanent damage to the structure. These measurements were compared to the stop criteria from existing codes for buildings, to examine if recommendations for the use with bridges can be formulated. The final result of the test on this case study is that the capacity of the viaduct is proven to be sufficient for shear and bending moment.     

Broadband circularly polarized Fabry‐Perot antenna utilizing Archimedean spiral radiator and multi‐layer partially reflecting surface

This article presents a method to design broadband circularly polarized (CP) Fabry‐Perot Resonator (FPR) antenna. The proposed antenna is based on multi‐layer thin dielectric slabs arranged in close proximity as a partially reflecting surface (PRS) and an Archimedean spiral as a CP radiating source. Experimental results show a broadband operation from 6 to 13 GHz, in which the reflection coefficient is less than ?10 dB and the axial ratio (AR) is lower than 3 dB. In addition, good radiation patterns and high broadside gain of better than 10.8 dBic are achieved over the operating bandwidth. The proposed antenna can be used for C‐ and X‐band satellite communications.     

基于锦屏一级原型观测水垫塘底板振动特性研究

锦屏一级水电站大坝作为目前世界最高双曲拱坝,对于高水头水垫塘振动安全问题最为显著。基于锦屏一级高拱坝水垫塘泄洪振动原型观测试验,分析研究了在不同组次下水垫塘底板的振动响应,研究结果表明锦屏一级水垫塘底板在深孔单独泄洪时振动强度沿程逐渐增大,在表孔单独泄洪和表深孔联合泄洪时水舌在水垫塘附着点水流紊动剧烈,振动强度大;底板振动的优势频率基本分布在0.3~1.3 Hz之间,属于水流脉动的频率范围,在水流荷载作用下,底板做受迫振动;各相邻测点底板振动有很好的相关性;各组次底板振动的空间积分尺度都维持在45m以上,底板的整体性和结构完好。给锦屏一级水电站合理调度、科学的运行以及下游泄洪建筑物的运行安全提供了参考。     

CFRP布加固混凝土梁板防火涂料层厚度取值

为改善CFRP布加固混凝土梁板的抗火性能,选用厚涂型防火涂料作为CFRP布加固混凝土梁板的防火保护层的措施.以常温下正截面抗力标准值与频遇组合效应标准值的比值K、常温加固后抗力提高幅度β和防火涂料层厚度c0为参数,通过ANSYS有限元程序和matlab程序对火灾下CFRP布加固的混凝土梁板进行了大量的计算.提出了考虑K、β和耐火极限tu要求的CFRP布加固混凝土梁板厚涂防火涂料层厚度c0的取值建议.     

New variance expressions for systematic sampling: the filtering approach

We present a collection of variance models for estimators obtained by geometric systematic sampling with test points, quadrats, and n‐boxes in general, on a bounded domain in n‐dimensional Euclidean space ?ⁿ, n = 1, 2, ... , and for systematic rays and sectors on the circle. The approach adopted ? termed the filtering approach ? is new and different from the current transitive approach. This report is only preliminary, however, because it includes only variance models in terms of the covariogram of the measurement function. The estimation step is in preparation.     

预应力轻骨料混凝土空心板结构试验研究

通过预应力轻骨料混凝土空心板结构试验 ,按照《轻骨料混凝土结构设计规程》JGJ1 2 - 99进行分析研究 ,提出有关预应力轻骨料混凝土空心板标准图的几点设计经验 ,以供推广应用新型建材参考     

利用人工神经网络求解混凝土板瞬态温度场

阐述了混凝土板温度场的热传导微分方程和差分解析方法以及BP网络的算法步骤。在此基础上，提出了利用人工神经网络技术求解混凝土板瞬态温度场的方法。