非金筋材海水集料混凝土梁正截面承载力分析与试验研究

对非金筋材海水集料混凝土梁正截面承载力设计方法进行了研究,基于刚度控制和蠕变特性分析了梁构件的受弯性能,提出非金筋材海水集料混凝土梁的设计建议以及其极限弯矩、开裂弯矩的建议计算公式。制作4根6 m长的碳-玻纤维筋海水集料混凝土梁,采用两点加载的方式进行弯曲试验,研究了非金筋材海水集料混凝土梁的破坏形式及受弯变形性能,测定了梁构件的开裂荷载和极限荷载值,结果表明设计建议合理,方法具有适用性,承载力计算值与试验结果吻合较好。     

预应力CFRP筋T形梁受弯性能试验及变形分析

试验通过对3根T形预应力CFRP筋混凝土梁和1根矩形预应力CFRP筋混凝土梁进行对比,考察了预应力CFRP筋混凝土梁的受弯工作性能,记录了试验梁的开裂荷载、极限荷载和裂缝发展情况。试验结果表明：增加预应力度和总配筋率对提高开裂荷载,限制挠度、裂缝发展起重要作用;相同配筋的T形梁和矩形梁挠度相近,但各阶段荷载不同。对预应力CFRP筋T形梁的变形性能进行了理论分析,推导了短期荷载作用下刚度和挠度的计算公式,并将计算值与试验值进行比较,两者吻合良好。     

BFRP筋无粘结预应力混凝土梁受弯性能试验研究

进行了BFRP筋无粘结部分预应力混凝土梁与全预应力梁、非预应力梁受弯性能对比试验,并对非预应力钢筋配筋率对BFRP筋无粘结预应力混凝土梁受弯性能的影响进行试验研究,再测试各试件的开裂荷载、钢筋屈服点荷载、极限荷载、BFRP筋和普通钢筋应变发展情况、梁顶部及底部混凝土应变发展情况、平截面假定、荷载-变形曲线和裂缝发展情况.在试验研究的基础上,对比分析了各试验参数对受弯性能的影响.     

先张预应力BFRP筋混凝土梁受弯性能试验研究

玄武岩纤维筋是一种新型复合材料,具有轻质、高强、非磁性、耐高温、耐酸碱等多重优点.完成了直径为10 mm的BFRP筋基本力学性能测试.进行了3根先张有粘结预应力BFRP筋混凝土梁,1根非预应力BFRP筋混凝土梁的受弯性能对比试验,分析了试验梁受力过程及破坏形态、平截面假定情况、特征荷载值、荷载--挠度关系、裂缝发展情况...     

体内芳纶纤维筋梁受弯性能试验研究分析

通过钢筋混凝土梁与芳纶纤维筋梁的弯曲试验现象和结果,探讨了芳纶纤维筋梁的正截面受力性能和破坏模式,分析了芳纶纤维筋配筋率对混凝土梁的裂缝宽度、挠度和承载力等的影响,为今后进一步研究和设计AFRP筋受弯构件提供了参考。     

BFRP筋无粘结预应力混凝土梁受弯性能理论分析

在试验研究的基础上进行了理论分析.详细分析了BFRP筋无粘结预应力梁张拉、加载过程中应力变化;分析了BFRP筋无粘结预应力混凝土梁破坏模式及极限承载力计算方法;提出计算BFRP筋无粘结部分预应力梁开裂后短期刚度的"等受拉刚度代换法",及计算平均裂缝宽度的"两步等效法",计算值与试验值符合较好;BFRP筋无粘结预应力梁耗能能力随预应力度的提高而降低,根据试验结果提出耗能比例系数计算公式.     

有粘结预应力BFRP筋混凝土梁受弯性能理论研究

玄武岩纤维筋是一种新型复合材料,在国防和特殊建筑工程领域具有重要的应用价值.对不同预应力度的3根有粘结预应力BFRP筋混凝土试验梁进行理论研究,初步探讨和建立预应力BFRP筋混凝土梁的破坏模式判别、正截面受弯承载力、短期刚度、平均裂缝间距、平均裂缝宽度的计算方法,理论计算值与试验结果吻合较好,为建立新型预应力BFRP筋...     

BFRP连续螺旋箍筋混凝土梁抗剪性能试验研究

为研究BFRP连续螺旋箍筋的抗剪性能,设计制作了6根配置BFRP连续螺旋箍筋的混凝土梁和2根配置矩形连续螺旋钢箍的对比混凝土梁.通过试验,得出了BFRP连续螺旋箍筋混凝土梁的抗剪性能,分析了配箍率、剪跨比和纵筋率等因素对构件抗剪性能的影响:构件的受剪破坏模式分为斜拉破坏和斜压破坏两种类型;在不同的受剪破坏模式下,斜裂缝...     

增补受拉筋加固砼梁二次受力时的抗弯承载力

根据加固梁中原钢筋和新增加钢筋之间的形心距离、各材料的应力－应变关系及变形协调原理，分析了加固后构件破坏时原筋和新增加钢筋达到屈服时的两种极限破坏形态，从理论上推导出了增补受拉钢筋加固混凝土梁在二次受力时的正截面承载力计算公式。为其它类似加固方法的抗弯承载力计算提供了参考，是对现行规范一定的补充，同时使工程加固设计有了计算依据。     

预应力与非预应力BFRP筋混凝土梁非线性有限元分析

玄武岩纤维筋（BFRP筋）是一种性能优良的新型复合材料。为研究玄武岩纤维筋在预应力结构中的应用，运用混凝土结构非线性有限元的基本理论，利用ANSYS对预应力、非预应力玄武岩纤维筋混凝土梁进行非线性全过程计算。根据荷载挠度曲线、特征荷载值、裂缝情况等结果进行对比分析，结果表明预应力玄武岩纤维筋混凝土梁具有较高的抗裂度和刚度，而变形能力却较差；在等配筋率的情况下，极限承载力与非预应力梁相当。     

FE modeling of concrete beams and columns reinforced with FRP composites

Compression and flexure members such as columns and beams are critical in a structure as its failure could lead to the collapse of the structure. In the present work, numerical analysis of square and circle short columns, and reinforced concrete (RC) beams reinforced withfiber reinforced polymer composites are carried out. This work is divided into two parts. In thefirst part, numerical study of axial behavior of square and circular concrete columns reinforced with Glass Fiber Reinforced Polymer (GFRP) and Basalt Fiber Reinforced Polymer (BFRP)bars and spiral, and Carbon Fiber Reinforced Polymer (CFRP) wraps is conducted. The results of the first part showed that the axial capacity of the circular RC columns rein-forced with GFRP increases with the increase of the longitudinal reinforcement ratio. In addition, the results of the numerical analysis showed good correlation with the experimental ones. An interaction diagram for BFRP RC columns is also developed with considering various eccentricities. The results of numerical modeling of RC columns strengthened with CFRP wraps revealed that the number and the spacing between the CFRP wraps provide different levels of ductility enhancement to the column. For the cases considered in this study, column with two middle closely spaced CFRP wraps demonstrated the best performance. In the second part of this research,flexural behavior of RC beams reinforced with BFRP, GFRP and CFRP bars is investigated along with validation of the numerical model with the experimental tests. The results resembled the experimental observations that indicate significant effect of the FRP bar diameter and type ont he flexural capacity of the RC beams. It was also shown that Increasing the number of bars while keeping the same reinforcement ratio enhanced the stiffness of the RC beam.     

玄武岩纤维增强塑料筋耐海水腐蚀性研究

海工工程中由于海水的腐蚀,混凝土中的钢筋会出现锈蚀等问题.玄武岩纤维增强塑料筋作为一种新型建筑材料,用来代替钢筋用在海工工程等腐蚀性较强的混凝土中,以此避免钢筋锈蚀带来的耐久性问题.研究了玄武岩纤维增强塑料筋耐海水腐蚀性,采用常温长期浸泡和高温浸泡加速腐蚀试验方法,得出玄武岩纤维增强塑料筋在常温下耐海水腐蚀性较强,而在...     

Blast resistance evaluation of urban utility tunnel reinforced with BFRP bars

To improve corrosion-resistance of shallow-buried concrete urban utility tunnels(UUTs),basalt fiber reinforced polymer(BFRP)bars are applied to reinforce UUTs.As the UUT must have excellent survival capability under accidental explosions,a shallow-buried BFRP bars reinforced UUT(BBRU)was designed and constructed.Repetitive blast experiments were carried out on this BBRU.Dynamic responses,damage evolutions and failure styles of the BBRU under repetitive explosions were revealed.The tunnel roof is the most vulnerable component and longitudinal cracks develop along the tunnel.When the scaled distance is larger than 1.10 m/kg1/3,no cracks are observed in the experiments.When the BBRU is severely damaged,there are five cracks forming and developing along the roof.The roof is simplified as a clamped-supported one-way slab,proved by the observation that the maximum strain of the transverse bar is much larger than that of the longitudinal bar.Dynamic responses of the roof slab are predicted by dynamic Euler beam theory,which can consistently predict the roof displacement under large-scaled-distance explosion.Compared with the UUT reinforced with steel bars,the BBRU has advantages in blast resistance with smaller deflections and more evenly-distributed cracks when the scaled distance is smaller than 1.260 m/kg1/3 and the steel bars enter plastic state.Longer elastic defamation of the BFRP bars endows the UUT more excellent blast resistance under small-scaled-distance explosions.     

不卸载时侧贴碳纤维布加固连续梁试验研究

为研究不同初始荷载作用下侧贴碳纤维布加固连续梁的受力与变形特性,以及初始荷载对加固效果的影响,对4根钢筋混凝土两跨连续梁（其中1根为未加固连续梁,其余3根为在不同初始荷载下侧贴碳纤维布加固连续梁）进行了试验研究。结果表明：侧贴碳纤维布加固连续梁不仅能提高加固梁的承载力,提高幅度达16%以上;还能提高加固梁的刚度,减少其挠度和裂缝宽度;加固效果受初始荷载影响,初始荷载越小,加固效果越好。