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The aim of this work is to model beam‐column behavior in a computationally effective manner, revealing reliably the overall response of reinforced concrete members subjected to intensive seismic loading. In this respect, plasticity and damage are considered in the predominant longitudinal direction, allowing for fiber finite element modeling, while in addition the effect of inelastic buckling of longitudinal rebars, which becomes essential at later stages of intensive cyclic loading, is incorporated. Α smooth plasticity‐damage model is developed for concrete, accounting for unilateral compressive and tensile behavior, nonlinear unloading and crack closure phenomena. This is used to address concrete core crushing and spalling, which triggers the inelastic buckling of longitudinal rebars. For this reason, a uniaxial local stress‐strain constitutive relation for steel rebars is developed, which is based on a combined nonlinear kinematic and isotropic hardening law. The proposed constitutive model is validated on the basis of existing experimental data and the formulation of the buckling model for a single rebar is developed. The cross section of rebar is discretized into fibers, each one following the derived stress‐strain uniaxial law. The buckling curve is determined analytically, while equilibrium is imposed at the deformed configuration. The proposed models for concrete and rebars are embedded into a properly adjusted fiber beam‐column element of reinforced concrete members and the proposed formulation is verified with existing experimental data under intensive cyclic loading. 相似文献
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进行了4根GFRP筋混凝土简支梁在ISO834标准升温曲线下的火灾实验,试件依据ACI440.1R-06进行截面设计,分别考虑了不同荷载比、保护层厚度、端部锚固方式对梁耐火性能的影响。试验结果表明,GFRP筋混凝土梁在火灾中的裂纹开展深度较传统的钢筋混凝土结构明显偏大。由于GFRP筋横向膨胀大更易造成梁底混凝土的开裂与剥落,建议在满足纵筋锚固性能要求的前提下,尽量减少端部J型锚固筋。GFRP筋在高温下的材料性能衰减严重,合理的设计保护层厚度和限制GFRP筋的使用内力,可使GFRP筋混凝土梁的耐火性能满足实际工程的需要。 相似文献
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Over the last two decades, the probabilistic assessment of reinforced concrete (RC) structures under seismic hazard has been developed rapidly. However, little attention has been devoted to the assessment of the seismic reliability of corroded structures. For the life‐cycle assessment of RC structures in a marine environment and earthquake‐prone regions, the effect of corrosion due to airborne chlorides on the seismic capacity needs to be taken into consideration. Also, the effect of the type of corrosive environment on the seismic capacity of RC structures has to be quantified. In this paper, the evaluation of the displacement ductility capacity based on the buckling model of longitudinal rebars in corroded RC bridge piers is established, and a novel computational procedure to integrate the probabilistic hazard associated with airborne chlorides into life‐cycle seismic reliability assessment of these piers is proposed. The seismic demand depends on the results of seismic hazard assessment, whereas the deterioration of seismic capacity depends on the hazard associated with airborne chlorides. In an illustrative example, an RC bridge pier was modeled as single degree of freedom (SDOF). The longitudinal rebars buckling of this pier was considered as the sole limit state when estimating its failure probability. The findings show that the life‐cycle reliability of RC bridge piers depends on both the seismic and airborne chloride hazards, and that the cumulative‐time failure probabilities of RC bridge piers located in seismic zones can be dramatically affected by the effect of airborne chlorides. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
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考虑土层冻结构件中冻结管的加筋作用,对于增加冻结构件强度,减小变形量,提高人工冻结支护工程经济效益有重要作用。为研究冻结管对人工冻结构件的加筋作用,通过淤泥质粘土人工冻结梁构件三点弯试验,获得了各级载荷下构件的位移值。根据对冻土梁加筋与否,构件特定力学响应的比较,完成了冻结管加筋作用的量化分析。 相似文献
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冻结管对人工冻结构件加筋作用的试验研究及数值模拟 总被引：1，自引：0，他引：1
为研究冻结管对人工冻结构件的加筋作用,通过淤泥质粘土人工冻结梁构件三点弯试验,获得了各级载荷下构件的位移值,并运用MARC软件中的加筋单元进行了对应的有限元计算. 根据对冻土梁加筋与否,构件特定力学响应的比较分析,揭示了考虑土层冻结构件中冻结管的加筋作用对于增加冻结构件强度,减小变形量及对提高人工冻结支护工程经济效益的重要作用. 同时,通过物理试验和数值模拟试验的对比,验证了应用MARC软件进行类似计算的可靠性. 相似文献
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纤维增强复合筋、不锈钢绞线等高强材料作为混凝土梁的受力筋可以充分发挥强度高、耐腐蚀性能好等优点,在土木工程中得到了广泛应用。为了分析此类高强材料加筋混凝土梁的受弯性能,在平截面假定基础上,对混凝土和受力纵筋分别采用混凝土Hongnestad模型和线弹性模型,通过平衡条件,推导了FRP（钢绞线）加筋混凝土梁受弯承载力的计算公式,并与国内外82根简支梁的试验结果进行了对比。研究结果表明：加筋混凝土梁抗弯强度试验值与理论值之比的平均值为1.07,标准差为0.14。建议公式可以较好地计算FRP（钢绞线）加筋混凝土梁的受弯承载力。实际工程构件抗弯截面设计时,建议安全配筋率取1.4倍平衡配筋率,设计截面弯矩取0.625倍理论受弯承载力,以使构件具有足够安全储备。 相似文献
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Seismic retrofi tting of RC columns with RC jackets and wing walls with different structural details
An original reinforced concrete(RC) column and four strengthened specimens, two with RC jackets and two with wing walls, were tested in this study. The original column specimen was designed to comply with older(pre-1999) design standards so that the usual detailing defi ciencies in existing school buildings in Taiwan could be simulated. Two different structural details were chosen to fabricate the full-scale specimens for each retrofi tting technique. The study confi rmed that either RC jacketing or the installation of wing walls with two different structural details can effectively improve the stiffness and strength of an existing column. RC jacketing shows a better improvement in energy dissipation and ductility when compared to the columns with wing walls installed. This is because the two RC jacketed columns experienced a fl exural failure, while a shear failure was found in the two columns with the wing walls installed, and thus led to a drastic decrease of the maximum lateral strengths and ductility. Since many factors may affect the installation of a post-installed anchor, it is better to use standard hooks to replace post-installed anchors in some specifi c points when using RC jacketing or installing wing walls. 相似文献
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钢筋锈蚀是严重威胁结构安全的耐久性问题,基于压磁效应,研究均匀锈蚀和坑蚀两种锈蚀钢筋的应力状态与压磁场变化的关系。首先,采用通电加速锈蚀方法进行钢筋均匀锈蚀和点蚀试验;然后,通过轴向拉伸静载试验和疲劳加载试验,分析锈蚀钢筋的压磁信号特征。试验结果显示,磁感强度与钢筋应力状态之间具有较好的对应关系,屈服阶段不同锈蚀率下的钢筋磁感强度曲线有较明显区别,疲劳荷载作用下锈蚀钢筋的法向残余磁感强度和磁滞回环面积均呈现疲劳三阶段变化规律,可进一步运用于钢筋应力状态的检测中。 相似文献
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设计一种新型光纤光栅锈蚀传感器,主要由锈蚀体、不锈钢体和2段串联的光纤布拉格光栅（FBG）组成。缠绕于锈蚀体表面的FBG监测钢筋的锈胀应变,缠绕于不锈钢体表面的FBG用作温度补偿器,消除温度变化对锈胀应变监测的影响。此外,设计电化学加速腐蚀实验,探究该传感器在不同强度等级混凝土中的工作性能。结果表明,该传感器监测质量腐蚀率的灵敏度为0.02%,监测范围大于1%,可实时监测混凝土中钢筋的锈蚀过程及特征,为预警钢筋锈蚀引起的钢筋混凝土结构耐久性损失提供阈值,在结构健康监测领域具有较大的应用价值。 相似文献