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分析混凝土的碳化及钢筋的锈蚀过程,并基于混凝土结构碳化寿命可靠度分析,对钢筋混凝土构件可靠度及碳化寿命研究建立求解模型.实例分析表明,该方法对钢筋混凝土构件的可靠性评估、后期服役期限及加固处理有一定的借鉴作用. 相似文献
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Denys Breysse Myriam Chaplain Antoine Marache Elodie Rodney 《Civil Engineering and Environmental Systems》2014,31(2):165-178
A global modelling approach for estimating the climate influence on corrosion activity in reinforced concrete is developed. It combines: (a) the identification of statistical properties of climates in various temperate regions, and the development of a synthetic simulator able to reproduce its dominant patterns, (b) the identification of an empirical corrosion activity model, based on the analysis of experimental data, highlighting the respective influence of temperature and humidity. Synthetic simulations combining these two models are carried out. They show the complexity of the interactions, since the influence of temperature and humidity may be adverse, and the interest to describe both random fluctuations at daily scale and at seasonal scale. They confirm that monitoring of corrosion must account for this time variability and propose a way to estimate average corrosion even with measurements which would remain limited to a short period. Synthetic simulations are also used for estimating the influence of a global warming scenario on the corrosion activity. A global increase of about 38% of corrosion activity has been estimated in response to an average temperature elevation of 3°C. 相似文献
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混凝土服役结构构件可靠性计算 总被引:1,自引:0,他引:1
分析混凝土碳化、钢筋锈蚀对混凝土结构构件的影响 ,提出容许碳化深度、容许钢筋锈蚀率和混凝土结构构件动态可靠度的概念 ;分析影响动态可靠度的关键因素 ,给出建立可靠度函数的方法。 相似文献
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研究了阳极型阻锈剂Na2CrO4和Na2MoO4、阴极型阻锈剂苯并三氮唑(BTA)和N,N-二甲基乙醇胺(DMEA),以及由这些阻锈剂复配得到的复合型阻锈剂在碳化钢筋混凝土中的阻锈作用,通过钢筋的自然电位、腐蚀面积率、失重率和电化学法研究了钢筋在碳化混凝土中的腐蚀程度和腐蚀速率.结果表明:碳化混凝土中钢筋的抗腐蚀性随着阻锈剂掺量的增加而提高,随着碳化时间的增加而降低;复掺1.00%Na2MoO4和1.00%BTA时,碳化混凝土中钢筋的腐蚀程度最小,阻锈剂的阻锈效果最佳;复合型阻锈剂延缓钢筋腐蚀速率的效果优于单一型阻锈剂,同一掺量条件下,复掺Na2MoO4和BTA阻锈剂延缓钢筋腐蚀速率的效果最佳. 相似文献
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碳化是影响混凝土耐久性的一个重要因素,将加速混凝土中钢筋的腐蚀,从而缩短工程寿命。目前碳化破坏引起更加特别的重视,因全球关心的气候变化过程实质上就是空气中CO2浓度增加的过程。其次是因为使用高掺量混合材加剧了水泥的碳化破坏。加以高速发展新的基础设施,其中地下工程、地铁、火车站、城市中心等地的微气候中CO2的浓度显著增加。在施工过程中若养护不够,表面层空隙率增加,将更加加重CO2的腐蚀程度。本文将详细叙述这些因素,并提出解决碳化问题应采取的措施。 相似文献
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混凝土结构碳化耐久性的分项系数设计法 总被引:1,自引:0,他引:1
混凝土结构耐久性设计中的一个重要方法就是概率极限状态设计法,这种方法根据描述耐久性劣化过程的数学模型,首先建立耐久性极限状态方程,再将环境作用与抗力作用的某个特征值与相应的分项系数代入极限状态方程,经验算就可在一定可靠度水准上得到耐久性设计参数的设计值。选用合适的设计参数是混凝土结构耐久性设计的关键问题,设计参数应具有明确的物理意义和容易掌握的统计规律,且易为设计人员所接受。根据理论与经验相结合的碳化深度模型,建立了考虑保护层厚度与混凝土强度两个随机变量的碳化耐久性的分项系数设计方法,提出了碳化寿命准则极限状态的目标可靠指标的建议值,计算确定了保护层厚度与混凝土抗压强度满足目标可靠指标的分项系数,由此给出了碳化寿命准则的耐久性设计表达式。该耐久性分项系数设计法适用于一般大气环境下任意设计使用年限的不允许出现钢筋锈蚀的混凝土结构,根据设计表达式可直接确定满足耐久性要求的保护层厚度与混凝土强度。 相似文献
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腐蚀环境下钢筋混凝土结构疲劳可靠度的分析方法 总被引:16,自引:0,他引:16
疲劳分析与验算是承受反复荷载作用结构设计的重要内容之一,相应的可靠度为疲劳可靠度.当结构处于腐蚀环境时,由于腐蚀介质的侵蚀,结构疲劳性能的降低要比静态性能的降低明显.本文研究了腐蚀环境下钢筋混凝土结构的疲劳可靠度问题,提出了相应的计算方法.计算表明,依赖于钢筋的锈蚀程度,钢筋混凝土结构的疲劳可靠度有不同程度的下降. 相似文献
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基于钢筋锈蚀的电化学机理,从pH值对钢筋表面钝化膜稳定性的影响入手,考虑部分碳化区的影响,建立了大气环境下混凝土中钢筋开始锈蚀时间的预测模型。在此基础上,分析了保护层厚度,水灰比,相对湿度等因素的影响规律及不考虑部分碳化区引起的误差。 相似文献
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《Structural Concrete》2017,18(2):316-325
Currently, decisions on the maintenance and repair of infrastructural assets, structures in particular, are mostly based on the results of inspections and the resulting condition index, neglecting system robustness and therefore not making optimal use of the limited funds available. This paper presents a definition and a measure of structural robustness in the context of deteriorating structures which are compatible with asset management systems for optimal maintenance and repair planning. The proposed index is used to define the robustness of existing reinforced concrete (RC ) structures to rebar corrosion. Structural performance and the corresponding reliability index are assessed using combined advanced reliability and structural analysis techniques. Structural analysis explicitly includes deterioration mechanisms resulting from corrosion, such as reinforcement area reduction, concrete cracking, and bond deterioration. The first‐order reliability method, combined with a response surface algorithm, is used to compute the reliability index for a wide range of different corrosion levels, resulting in a fragility curve. Finally, structural robustness is computed and discussed based on the results obtained. A robustness comparison of different structures can then be used to determine structural types more tolerant to corrosion and these results used for planning maintenance and repairs. 相似文献
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Emilio Bastidas‐Arteaga Charbel‐Pierre El Soueidy Ouali Amiri Phu Tho Nguyen 《Structural Concrete》2020,21(4):1396-1407
Chloride‐induced corrosion is one of the main causes leading to the lifetime reduction of reinforced concrete (RC) structures in marine environments or subjected to de‐icing salts. Modeling chloride ingress into concrete in a comprehensive way is therefore a crucial task to evaluate corrosion initiation risk and carry out preventive maintenance. Nevertheless, this comprehensive modeling is a challenging task that requires solving simultaneously a set of coupled non‐linear partial differential equations. This task becomes more complex if the inherent uncertainties of the process are considered for probabilistic lifetime assessment. The present research aims to assess the probability of corrosion initiation of RC structures. The polynomial chaos expansion (PCE) method is employed to propagate uncertainties in a chloride ingress model requiring significant computational time to perform one deterministic simulation. PCE is also applied to perform a sensitivity analysis to determine which are the more influential random variables in the problem. The proposed methodology is applied to RC structures placed in several locations in France (Brest, Marseille, and Strasbourg) and subjected to realistic environmental conditions including climate change. The results show that the PCE‐based model is accurate and efficient for lifetime assessment of RC structures subject to chloride‐induced corrosion. 相似文献
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Management of existing structures has traditionally been based on condition assessment, based on visual inspections, disregarding the susceptibility of different structural types to aging and deterioration. Robustness, as a measure of the effects of unpredictable damage to structural safety can be a complementary information to the results of inspection. Although robustness has mostly been used to evaluate the consequences of extreme events, a similar framework can be used to investigate the result of aging, allowing a better understanding of the potential effects of deterioration and allowing a better allocation of available maintenance funding. In this work, a probabilistic structural robustness indicator is used to quantify the susceptibility of structures to corrosion. The methodology is exemplified through a case study comprising an existing reinforced concrete bridge deck, heavily damaged due to reinforcement corrosion, and finally demolished due to safety concerns. Robustness measures the bridge deck safety tolerance to reinforcement corrosion. The principal effects of corrosion, including loss of area and bond between concrete and steel are modelled using a non-linear finite-element model, coupled with a Response Surface Method to compute the bridge reliability as a function of the corrosion level, and finally used to assess robustness. Results show that the redundancy of the bridge allows significant redistribution of loads between elements with different corrosion levels. As a result, the bridge presents significant robustness and tolerance to reinforcement corrosion. 相似文献
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基于碳化的既有钢筋混凝土桥梁耐久性的概率分析 总被引:2,自引:3,他引:2
分析讨论了混凝土碳化机理及其影响因素,并探讨了混凝土碳化深度的预测数学模型,基于既有钢筋混凝土桥梁的实测数据。对碳化系数和混凝土强度进行回归分析,建立了根据混凝土强度预测碳化深度的数学模型。将混凝土强度,保护层厚度。计算模式不确定性系数作为随机变量,以混凝土的碳化深度作为一个随时问变化的随机过程,建立了混凝土碳化到钢筋表面的时变概率随机模型.并以一座实际桥梁为例。给出了在不同使用年限时混凝土碳化到钢筋表面的预测值。结果表明,该模型可用于大气环境下基于碳化的钢筋混凝土桥梁结构耐久性评估。 相似文献
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通过对于某腐蚀环境下钢筋混凝土工业厂房的现场测试和构件受力性能的分析研究对构件的安全性能作出了合理的评价,提出了保证正常施工情况下结构的维修加固方案。 相似文献