基于探地雷达的混凝土无损检测反演成像方法   总被引：2，自引：0，他引：2       下载免费PDF全文

丁亮  韩波  刘润泽  张建清 《地球物理学报》2012,55(1):317-326

本文针对水利水电工程中的混凝土构件无损探测问题,提出了一种新的反演成像方法.传统方法主要依赖人工经验观察偏移探测数据,精度无法保证.这种方法以Maxwell方程的TM问题为数学模型,在混凝土的表面放置发射源与接收器,根据探地雷达的接收数据,采用同伦优化方法结合收敛速度较快的阻尼高斯牛顿方法作为反演算法,其成像结果更具定量化和可视性.该成像方法克服了传统雷达剖面图只能近似地反映混凝土中埋藏物及缺陷的深度、大小等缺点,不仅能够探测混凝土内部异物的位置,而且能够比较准确地确定异物的大小及属性.通过计算机模拟以及对实际资料的处理,验证了该反演成像结果直观、可靠、具有一定的应用价值.  相似文献   

再生混凝土框架顶层角节点的抗震性能试验研究     

王晓菡  柳炳康  田雨  秦一如 《地震工程与工程振动》2012,32(4):118-124

通过对3榀再生混凝土框架顶层角节点(再生粗骨料掺量为100%)在低周反复荷载作用下的抗震性能试验,对试件的破坏形态、延性、耗能能力等进行了分析。研究表明,再生混凝土框架顶层角节点试件在低周反复荷载作用下经历初裂、通裂、极限、破坏4个阶段,最终呈节点核心区剪切破坏。位移延性系数在3.27～3.95之间,具有良好的抗震性能,可用于有抗震设防要求的框架。采用ANSYS软件建立了节点的有限元计算模型,进行了单调荷载下的有限元非线性分析,得到了骨架曲线和试件的应力分布形态,有限元计算结果与试验结果吻合较好。采用《混凝土结构设计规范》规定的公式对角节点抗剪强度进行了计算并与试验数据相比较,发现计算值偏于不安全。  相似文献   

考虑双轴水平力耦合效应的RPC箱型桥墩恢复力模型试验研究     

任亮  方志  王诚 《地震工程与工程振动》2012,32(2):152-159

通过3个施加常轴力的RPC箱型桥墩试件的水平反复荷载试验,考虑水平荷载作用方向对RPC箱型墩抗震性能的影响,分析各试件滞回特性和骨架曲线的特点,对影响RPC箱型桥墩恢复力模型的主要因素进行数值回归分析,建立了计入双轴水平力耦合效应的RPC箱型桥墩恢复力模型。利用基于平截面假定的纤维模型法编制考虑轴力二阶效应的双轴压弯构件非线性分析程序,并对RPC箱型桥墩试件的骨架曲线和滞回曲线进行数值模拟。通过与试验结果进行分析对比表明:所提出的恢复力模型具有较好的精确性,能够较好地模拟和反映RPC箱型桥墩的抗震性能。  相似文献   

桂林毛村岩溶区与碎屑岩区不同土地利用方式对土壤水稳性团聚体特征的影响   总被引：4，自引：1，他引：3  

杨慧  张连凯  于奭  曹建华 《中国岩溶》2012,31(3):265-271

以桂林毛村岩溶生态试验场为研究区域,通过对该地区岩溶区和碎屑岩区不同土地利用方式的土壤进行采样和分析,系统研究和比较了旱地、水田、林地和灌丛四种不同土地利用方式下土壤水稳性团聚体分布特征。结果表明:无论是岩溶区石灰土还是碎屑岩区红壤,土地利用方式对土壤水稳性团聚体分布和组成有着显著的影响(p<0.05)。与旱地和水田等传统农田相比,灌丛和林地这两种自然土壤明显提高了>5mm和>0.25mm团聚体的比例,并且团聚体稳定性增加。岩溶区灌丛的平均重量直径(MWD)和几何平均直径(GMD)较旱地分别提高了185%和179%,较水田提高了361%和481%,林地的MWD和GMD分别较旱地提高了65%和43%,较水田提高了167%和198%;而碎屑岩区灌丛的MWD和GMD分别较其旱地和水田提高了103%和134%、15%和32%,林地的MWD和GMD分别较其旱地和水田提高了117%和152%、23%和43%。这说明相比碎屑岩区红壤,岩溶区石灰土受到人类活动的频繁干扰之后退化更快,土壤团聚体稳定性下降更多,这也说明了岩溶区土壤环境的脆弱性。   相似文献   

Monitoring and numerical analysis of behaviour of Miaojiaba concrete-face rockfill dam built on river gravel foundation in China     

《Computers and Geotechnics》2017

This study evaluated the behaviour of a concrete face rockfill dam (CFRD) built on river gravel foundation on the basis of in-situ measurement records and numerical analysis. The monitoring records were obtained from a detailed deformation-monitoring system. A 3D finite element analysis was performed to assess long-term dam behaviour. The behaviour of the CFRD built on river gravel foundation was analysed comprehensively. A discussion of behaviour, especially with relevance to the behaviour of dams built on stiff-foundation, was included. The effect of the river gravel foundation was analysed, and the exact mechanisms were discussed. The relative contribution of various factors on the long-term behaviour of the CFRD was also studied. In-situ measurements were compared with numerical results to discuss the capability of the numerical model to predict the dam behaviour.  相似文献   

土石混合料大型直剪试验的颗粒离散元细观力学模拟研究   总被引：4，自引：0，他引：4  

贾学明  柴贺军  郑颖人 《岩土力学》2010,31(9):2695-2703

土石混合料作为一种特殊的岩土介质越来越受到国内外众多研究者的重视。基于3维颗粒离散元PFC3D,建立了土石混合料直剪试验模型,进行了不同含石量、不同岩性的土石混合料直剪试验模拟研究。颗粒离散元模拟结果表明,土石混合料的石料岩性和含石量在很大程度上控制了土石混合料的抗剪强度特性。硬岩混合料的摩擦角普遍比软岩混合料大6°～ 7°,含石量为60%～80%时达到最大。土石混合料的剪切面不再是一个平面,其起伏度随含石量增加而增大。剪切过程中软岩混合料在低正应力下表现为剪胀,高正应力下表现为剪缩,并产生软化现象,硬岩混合料表现为剪胀和塑性;软岩土石混合料剪切过程中能量以应变能和动能为主,而硬岩土石混合料的能量以摩擦能和动能为主。  相似文献   

Transient analysis of concrete gravity dam-reservoir systems by Wavenumber-TD approach     

《Soil Dynamics and Earthquake Engineering》2016

The Wavenumber approach was initially introduced as an ideal substitute for the rigorous type of analysis which had been the basis of extensive studies in seismic analysis of concrete gravity dams. The former technique is formulated in the context of pure finite element programming, while the latter relies heavily on a two-dimensional semi-infinite fluid element (i.e., hyper-element). Recently, a variation of Wavenumber method was proposed which was referred to as Wavenumber-TD approach. The approximation to the original technique improves its realm of application and allows it to be carried out in time domain as well as frequency domain. In that study, the formulation was examined for harmonic type of excitation which proved to be promising. Herein, this will be evaluated for its real intended application, which is transient analysis of dam-reservoir systems. For this aim, the prepared special purpose finite element program is modified and the analysis of Pine Flat dam is considered as a typical example. Several models are considered with different values of normalized reservoir length. In each case, the reservoir truncation surface is treated by Wavenumber-TD and the extensively utilized Sommerfeld conditions. The dynamic loading considered is the S69E component of Taft earthquake record. Furthermore, two types of reservoir bottom condition of full reflective as well as absorptive, are adopted. Overall, this will allow for a thorough examination and evaluation of Wavenumber-TD approach in regard to its effectiveness.  相似文献   

Study of the seismic response of a recycled aggregate concrete frame structure     

Changqing Wang  Jianzhuang Xiao 《地震工程与工程振动(英文版)》2013,12(4):669-680

Based on six-degree-of-freedom three-dimensional shaking table tests, the seismic response of a recycled aggregate concrete （RAC） frame was obtained. The analysis results indicate that the maximum story shear force and overturning moment reduce proportionally along the height of the model under the same earthquake wave. The story shear force, base shear coefficient and overturning moment of the structure increase progressively as the acceleration amplitude increases. The base shear coefficient is primarily controlled by the peak ground acceleration （PGA）. The relationships between the PGA and the shear coefficient as well as between the PGA and the dynamic amplification factor are obtained by mathematical fitting. The dynamic amplification factor decreases rapidly at the elastic-plastic stage, but decreases slowly with the development of the elastic-plasticity stage. The results show that the RAC frame structure has reasonable deformability when compared with natural aggregate concrete frame structures. The maximum inter-story drift ratios of the RAC frame model under frequent and rare intensity 8 test phases are 1/266 and 1/29, respectively, which are larger than the allowable value of 1/500 and 1/50 according to Chinese seismic design requirements. Nevertheless, the RAC frame structure does not collapse under base excitations with PGAs from 0.066 g up to 1.170 g.  相似文献   

混凝土核心筒的水平双向循环加载试验研究   总被引：1，自引：1，他引：0  

许洋  赵均  徐金蓓  李月  侯鹏程 《震灾防御技术》2013,8(2):173-180

为了研究地震多维性对于混凝土核心筒抗震性能的影响,对大尺寸混凝土核心筒试件进行了水平双向加载下的拟静力试验.重点研究在双向加载下,核心筒的破坏形态与机理、承载能力、变形性能、刚度退化等方面的问题.结果表明,由于水平双向加载下简体一个方向的损伤影响到另一个方向的性能,因而对混凝土核心筒的抗震能力造成不利影响.因此,在实际工程中应合理地考虑这种影响,这对于确保混凝土核心筒的抗震安全具有重要意义.  相似文献   

Research on the imaging of concrete defect based on the pulse compression technique     

Li Chang-Zheng  Zhang Bi-Xing  Shi Fang-Fang  Xie Fu-Li 《应用地球物理》2013,10(3):337-348

When the synthetic aperture focusing technology (SAFT) is used for the detection of the concrete, the signal-to-noise ratio (SNR) and detection depth are not satisfactory. Therefore, the application of SAFT is usually limited. In this paper, we propose an improved SAFT technique for the detection of concrete based on the pulse compression technique used in the Radar domain. The proposed method first transmits a linear frequency modulation (LFM) signal, and then compresses the echo signal using the matched filtering method, after which a compressed signal with a narrower main lobe and higher SNR is obtained. With our improved SAFT, the compressed signals are manipulated in the imaging process and the image contrast is improved. Results show that the SNR is improved and the imaging resolution is guaranteed compared with the conventional short-pulse method. From theoretical and experimental results, we show that the proposed method can suppress noise and improve imaging contrast, and can also be used to detect multiple defects in concrete.  相似文献