碳纤维布加固钢筋混凝土柱的剪力-位移关系及其破坏位移增大系数分析     

吴波  王维俊  王帆 《地震工程与工程振动》2004,24(5):141-148

编制了碳纤维布加固钢筋混凝土柱的剪力-位移关系全过程分析程序,通过对多种工况下碳纤维布加固钢筋混凝土柱的剪力-位移关系进行大量计算分析,较全面地探讨了碳纤维布配箍特征值、轴压比、剪跨比、箍筋配箍特征值、纵筋配筋率、混凝土强度等参数对碳纤维布加固钢筋混凝土柱的剪力-位移关系及其破坏位移增大系数的影响。在此基础上,给出了碳纤维布加固钢筋混凝土柱破坏位移增大系数的回归计算公式,统计建立了碳纤维布加固钢筋混凝土柱的剪力-位移关系三折线模型中各无量纲特征参数的确定方法。  相似文献   

GS-1型滑坡光纤多参数监测系统的研究          下载免费PDF全文

周策  陈文俊  刘一民  汤国起 《探矿工程》2010,37(1):31-34

开发一种自动化地质灾害滑坡光纤多参数监测系统,采用基于光纤光栅的反射中心波长随光纤光栅所受的应变或温度的改变产生移动,其波长移动量的多少直接反映应变或温度变化大小的工作原理。利用光纤光栅封装结构的变化,实现应变、应力、压力、温度、位移、振动等多种参量的测试;对多个光纤光栅的中心波长进行排布上的设计,则实现多点的准分布式测量,推动地质灾害监测技术的进步。  相似文献   

光纤应变仪的研制与应用前景     

张文涛  黄稳柱  李丽 《地震地磁观测与研究》2021,42(2):103-103

正光纤应变仪是利用特种光纤光栅器件或者光纤干涉技术进行高精度应变传感的仪器。常见特种光纤光栅有相移光栅和光纤光栅谐振腔,线宽均较窄,可达到0.01 pm量级甚至更窄,结合高精度解调方法,可显著提高系统的应变测量精度。传统的光纤光栅准静态解调,主要技术方案有光谱分析法、窄带滤波器法、匹配光栅法等,可满足大多数工程应用需求。但高精度地应变传感需求更高,  相似文献   

碳纤维布加固钢筋混凝土梁的现场实荷加载试验     

周江  史群飞  王伟 《岩土工程技术》2012,26(4):212-214,F0003

通过对某工程中的钢筋混凝土梁采取粘贴碳纤维布的方式进行加固,并现场抽取试验梁进行了现场堆载实荷加载试验,对试验梁的挠度、裂缝开展情况和承载能力进行了全面分析,对该加固工程的效果进行了评价,供同行参考。  相似文献   

Variability in the speciation of iron in the northern North Sea     

Martha Gledhill  Constant M. G. van den Berg  Rob F. Nolting  Klaas R. Timmermans 《Marine Chemistry》1998,59(3-4)

Variations in the speciation of iron in the northern North Sea were investigated in an area covering at least two different water masses and an algal bloom, using a combination of techniques. Catalytic cathodic stripping voltammetry was used to measure the concentrations of reactive iron (Fe_R) and total iron (Fe_T) in unfiltered samples, while dissolved iron (Fe_D) was measured by GFAAS after extraction of filtered sea water. Fe_R was defined by the amount of iron that complexed with 20 μM 1-nitroso-2-napthol (NN) at pH 6.9. Fe_T was determined after UV-digestion at pH 2.4. Concentrations of natural organic iron complexing ligands and values for conditional stability constants, were determined in unfiltered samples by titration. Mean concentrations of 1.3 nM for Fe_R, 10.0 nM for Fe_T and 1.7 nM for Fe_D were obtained for the area sampled. Fe_R concentrations increased towards the south of the area investigated, as a result of the increased influence of continental run off. Fe_R concentrations were found to be enhanced below the nutricline (below 40 m) as a result of the remineralisation of organic material. Enhanced levels of Fe_T were observed in some surface samples and in samples collected below 30 m at stations in the south of the area studied, thought to be a result of high concentrations of biogenic particulate material and the resuspended sediments respectively. Fe_D concentrations varied between values similar to those of Fe_T in samples from the north of the area to values similar to those of Fe_R in the south. The bloom was thought to have influenced the distribution of both Fe_R and Fe_T, but less evidence was observed for any influence on Fe_R and Fe_D. The concentration of organic complexing ligands, which could possibly include a contribution from adsorption sites on particulate material, increased slightly in the bloom area and in North Sea waters. Iron was found to be fully (99.9%) complexed by the organic complexing ligands at a pH of 6.9 and largely complexed (82–96%) at pH 8. The ligands were almost saturated with iron suggesting that the ligand concentration could limit the concentration of iron occurring as dissolved species.  相似文献   

Production of methyl bromide and methyl chloride in laboratory cultures of marine phytoplankton II     

M. G. Scarratt  R. M. Moore 《Marine Chemistry》1998,59(3-4)

Methyl halides (monohalomethanes), especially methyl bromide, are known to contribute significantly to ozone destruction in the stratosphere. Budgets of natural and anthropogenic methyl bromide suggest that marine organisms may be the source of a significant proportion of the total global production. Since phytoplankton are abundant in surface waters, they are obvious candidates. Cultures of nine phytoplankton species were grown in CO₂-enriched, nitrate-limited medium in sealed glass vessels. Species tested include Chaetoceros calcitrans, Isochrysis sp., Porphyridium sp., Synechococcus sp., Phaeodactylum tricornutum, Tetraselmis sp., Prorocentrum sp., Emiliania huxleyi and Phaeocystis sp. Methyl bromide (CH₃Br) and methyl chloride (CH₃Cl) concentrations were determined by bubbling the cultures with high-purity air, cryotrapping the effluent and analyzing it on a gas chromatograph with an electron capture detector. The Phaeocystis sp. samples were monitored with GCMS. Cell population, bacterial population, Chl a, pH, and nitrate concentration were monitored for periods of at least two weeks. CH₃Cl was produced by all cultures. CH₃Br was absent in Tetraselmis sp. and Isochrysis sp. cultures, but present in all the others. Methyl iodide (CH₃I) was present in most cultures but could not be quantified due to analytical limitations. CH₃I and CH₃Br production was fastest in stationary phase and continued long after cell division had ceased. Axeic cultures of Phaeocystis sp. achieved almost identical production rates of CH₃Cl and CH₃Br as xenic cultures of the same species. Species from tropical waters had faster CH₃Cl and CH₃Br production rates than temperate species. Scaling the observed production rates using global standing stock estimates for Chl a and particulate nitrogen indicate that phytoplankton can account for only a fraction of the CH₃Cl and CH₃Br believed to be produced in the ocean. Calculations based on the estimated global biomass of Phaeocystis sp. and E. huxleyi blooms show that their contribution is insignificantly small.  相似文献   

跨黏滑断层隧道纤维混凝土衬砌抗错断技术研究          下载免费PDF全文

崔光耀  孟令瀚  王明胜 《地震工程学报》2020,42(1):194-198

为提高跨黏滑断层隧道的结构安全性和稳定性,以都汶高速友谊隧道F 1黏滑断层段为研究背景,通过采用纤维混凝土衬砌对跨黏滑断层隧道抗错断技术进行研究。结果表明:同体积纤维掺量条件下,混杂纤维混凝土(SBFRC)立方体抗压强度比纤维混凝土(SFRC)略低,SBFRC抗折强度比SFRC略高;断层黏滑错动对隧道上盘的影响大于下盘;纤维混凝土衬砌对下盘隧道结构的抗错效果优于上盘隧道,SFRC二衬平均抗错效果为12.22%,SBFRC二衬平均抗错效果为15.81%。研究成果可为黏滑断层隧道的结构设计及施工提供参考。  相似文献   

配BFG蒸压加气混凝土砌块砌体基本力学性能数值模拟     

陈东方  熊立红  陈国武  罗明康 《地震工程与工程振动》2020,(2):216-226

将蒸压加气混凝土(AAC)砌体填充墙采用薄灰缝专用砂浆砌筑,并在灰缝中配置玄武岩纤维格栅(BFG),可以提高墙体的抗压强度和延性。为了研究配BFG的AAC砌块砌体的基本力学性能,设计了9组27个试件进行抗压和抗剪试验。在试验的基础上,首先分析了砌体的抗压和抗剪性能,给出抗压上升段本构方程和抗压、抗剪强度建议公式;其次运用ABAQUS对砌体的抗压和抗剪性能进行模拟,通过比较模拟结果与试验结果,验证了有限元模型的合理性;最后分析了模型受压时的应力-应变关系,给出抗压下降段本构方程。研究表明:荷载施加处,接触面上剪应力集中是砌体通缝抗剪破坏的主要原因;本构方程可为配BFG蒸压加气混凝土砌体填充墙抗震性能的研究提供参考。  相似文献   

基于纤维梁柱单元的桥梁墩柱地震反应模拟方法研究          下载免费PDF全文

赵泰儀  孙治国  石岩  郭迅 《世界地震工程》2019,35(1):117-127

为讨论利用纤维梁柱单元进行钢筋混凝土桥墩地震反应分析的建模方法,分别以4个悬臂式单柱墩和1个双柱墩拟静力加载试验,以及1个悬臂式单柱墩的振动台试验结果为依据,基于OpenSees数值分析平台建立了桥墩的地震反应分析模型。通过改变单元数量,分析了基于力的纤维梁柱单元和基于位移的纤维梁柱单元对桥墩地震反应的模拟精度。结果表明:对悬臂式单柱墩的拟静力和振动台试验,可沿墩高仅建立1个基于力的纤维梁柱单元,并在墩底串联1个考虑纵筋塑性渗透和粘结滑移的转动弹簧单元,即可获得很好的模拟结果。当采用基于位移的纤维梁柱单元时,应沿墩高至少建立2个单元,且塑性铰区至少有1个,才能保证获得较高的模拟精度。对双柱墩拟静力试验,采用基于力的纤维梁柱单元建模,沿每个墩高建立2个单元即可;以基于位移的纤维梁柱单元建模,建议沿每个墩高建立3个单元,且其中2个单元布置在塑性铰区。当数值模型可对静力滞回曲线取得很好的模拟结果后,该模型一般可对动力作用下墩顶最大位移和墩底最大剪力进行较为准确的模拟,但对墩顶残余位移的模拟精度无法保证。  相似文献   

Parametric interpolation method for probabilistic fatigue analysis of steel risers     

《Applied Ocean Research》2019

Slender marine structures such as mooring lines and risers are susceptible to failures due to stress variations coming from environmental actions. Wave, wind and current are random phenomena, and consequently the most adequate methodology to estimate the fatigue damage accumulation on these structures is the probabilistic fatigue analysis. In practice, the estimation of fatigue life requires the numerical simulation of a huge number of loading cases to compute the multi-dimensional integral of the total fatigue damage.This paper presents an efficient approach to compute the long-term fatigue damage of marine structures. The proposed method needs only a few number of numerical simulations to estimate the structure fatigue life. It uses a parametric interpolation procedure to evaluate the fatigue damage for any individual short-term condition (sea state) required in the calculation of the multi-dimensional integral. In this way, the total number of short-term structural analyzes is considerably reduced.The effectiveness and accuracy of the proposed method is compared to the full direct integration by means of two comprehensive examples. The first studied case is an idealized theoretical model of a single-degree-of-freedom (SDOF) system under wave loading, and the second one is a Steel Catenary Riser (SCR) connected to a FPSO (Floating, Production, Storage and Offloading floating unit).  相似文献