钢筋与活性粉末混凝土粘结性能的试验研究
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摘要
摘要：活性粉末混凝土是一种具有超高强度、高韧性、高耐久性、高环保性的新型水泥基复合材料,在土木工程领域具有广阔的应用前景。工程中活性粉末混凝土构件多以配筋的形式出现,为研究钢筋与活性粉末混凝土之间的协同作用机理,本文通过梁式试验、中心拔出试验、钢筋内贴片试验对变形钢筋与活性粉末混凝土之间的粘结性能进行了研究。分析了变形钢筋在活性粉末混凝土构件中的粘结锚固机理和粘结锚固强度变化规律,以解决活性粉末混凝土构件中钢筋的锚固设计问题,为活性粉末混凝土规范的编制提供依据。论文主要工作和结论如下：
(1)进行了一批活性粉末混凝土梁式粘结试验,通过改变活性粉末混凝土内钢纤维体积掺量、保护层厚度、粘结长度等因素,分析了各因素对试件破坏形式、粘结应力-滑移曲线、粘结锚固特征值的影响。研究表明：锚固条件对钢筋与活性粉末混凝土之间的粘结性能具有很大影响并对试验结果进行统计回归,得出了变形钢筋与活性粉末混凝土之间的粘结锚固强度和滑移的计算公式；
(2)通过梁式试验和中心拔出试验对钢纤维体积掺量为0.0%～2.0%的活性粉末混凝土与钢筋之间的粘结性能进行了研究,对比分析了不同试验方法下粘结强度随钢纤维体积掺量变化规律。同时进行了一组C40混凝土梁式试验,与钢纤维体积掺量为2.0%的活性粉末混凝土试件进行对比,研究变形钢筋在不同混凝土基体中粘结性能差异,并从微观结构方面分析了活性粉末混凝土的粘结锚固机理。研究表明：两种试验方法下得到的粘结强度都随钢纤维体积掺量的增加而增大,但梁式试验的粘结强度增长趋势大于中心拔出试验,钢纤维体积掺量为0.0%时,中心拔出试验的粘结强度大于梁式试验；钢纤维体积掺量为0.5%-2.0%时,中心拔出试验的粘结强度小于梁式试验；变形钢筋与活性粉末混凝土之间的粘结强度要远大于C40混凝土；活性粉末混凝土致密的结构及钢纤维的掺入是其具有超高粘结强度的原因；
(3)进行了钢筋内贴片试验,根据实测钢筋应变,分析了不同位置处粘结应力变化规律,研究粘结长度内变形钢筋在活性粉末混凝土中的粘结应力分布规律,推导出了反映这种变化的位置函数；根据试验结果推导的粘结锚固特征值将粘结应力-滑移曲线分段,建立了考虑粘结位置的粘结应力-滑移本构模型；
(4)在上述试验基础上,通过锚固可靠度分析及现有规范对钢纤维体积掺量为0.0%～2.0%的活性粉末混凝土中变形钢筋的粘结长度提出了实用设计建议,为制定相关规范提供了依据。
ABSTRACT: Reactive Powder Concrete (RPC) is a kind of new cement base composite material, which provides satisfactory strength, toughness and durability; and also has high environmental protection. Due to these characteristics, it presents broad application prospects in civil engineering field. The RPC members are mostly applied to reinforcement concrete in engineering projects, in order to study the synergistic effect mechanism of steel bar and RPC; the bonding performance between deformed steel bar and RPC is investigated in this paper through beam tests, pull-out tests and inner-embedded strain-gauge tests. In order to solve the anchorage design problem in RPC members, the bond anchorage mechanism and bond anchorage strength of deformed steel bar are analyzed, which also provide the basis for the standard enaction for RPC. The main work conclusions are as follows:
(1) RPC beam bonding tests are carried out by changing steel fiber volume, the thickness of protection layer and bonding length, etc. The influence of anchorage conditions on the failure mode, bond stress-slip curve, and bond characteristic values of specimens are analyzed. The result shows that anchorage conditions have a great influence on the bond performance between reinforcement and Reactive Powder Concrete. The calculation formulas of bonding strength and slip value are established throughout statistical regression of the experimental results;
(2) Bond performance between reinforcement and RPC with steel fiber volumes between0.0%～2.0%are studied through beam and pull-out bond tests. The regularity of bond strength changed with steel fiber volumes under the different test methods is discussed. C40concrete beam tests are correspondingly carried out compared with the RPC specimen with2.0%steel fiber, to study the bond performance between steel bar with different concrete. Bonding mechanism of RPC has been investigated through microscopic structure analysis. This result shows that the bond strength increases with the increasing of steel fiber under the two kinds of test method, but the bond strength growth trend of beam test is greater than pull-out test. Bond strength of beam test is greater than pull-out test except for the specimens without steel fiber; meanwhile bond strength between deformed steel bar and RPC is dramaticlly higher than C40concrete; Compact structure and steel fiber in RPC lead to its high bonding strength;
(3) Inner-embedded strain-gauge tests are carried out, according to measured steel bar strain, the bond stress distribution of different location is analyzed, the position function which reflects this change is deduced; and bond stress-slip constitutive model which considered bond position is established.
(4) Based on above tests, bond length of deformed steel bar in RPC members with steel fiber volumes between0.0%and2.0%is conformed through anchorage reliability analysis and current specifications are put forward, this suggest can provide a basis for relevant specification of RPC.
(1)进行了一批活性粉末混凝土梁式粘结试验,通过改变活性粉末混凝土内钢纤维体积掺量、保护层厚度、粘结长度等因素,分析了各因素对试件破坏形式、粘结应力-滑移曲线、粘结锚固特征值的影响。研究表明：锚固条件对钢筋与活性粉末混凝土之间的粘结性能具有很大影响并对试验结果进行统计回归,得出了变形钢筋与活性粉末混凝土之间的粘结锚固强度和滑移的计算公式；
(2)通过梁式试验和中心拔出试验对钢纤维体积掺量为0.0%～2.0%的活性粉末混凝土与钢筋之间的粘结性能进行了研究,对比分析了不同试验方法下粘结强度随钢纤维体积掺量变化规律。同时进行了一组C40混凝土梁式试验,与钢纤维体积掺量为2.0%的活性粉末混凝土试件进行对比,研究变形钢筋在不同混凝土基体中粘结性能差异,并从微观结构方面分析了活性粉末混凝土的粘结锚固机理。研究表明：两种试验方法下得到的粘结强度都随钢纤维体积掺量的增加而增大,但梁式试验的粘结强度增长趋势大于中心拔出试验,钢纤维体积掺量为0.0%时,中心拔出试验的粘结强度大于梁式试验；钢纤维体积掺量为0.5%-2.0%时,中心拔出试验的粘结强度小于梁式试验；变形钢筋与活性粉末混凝土之间的粘结强度要远大于C40混凝土；活性粉末混凝土致密的结构及钢纤维的掺入是其具有超高粘结强度的原因；
(3)进行了钢筋内贴片试验,根据实测钢筋应变,分析了不同位置处粘结应力变化规律,研究粘结长度内变形钢筋在活性粉末混凝土中的粘结应力分布规律,推导出了反映这种变化的位置函数；根据试验结果推导的粘结锚固特征值将粘结应力-滑移曲线分段,建立了考虑粘结位置的粘结应力-滑移本构模型；
(4)在上述试验基础上,通过锚固可靠度分析及现有规范对钢纤维体积掺量为0.0%～2.0%的活性粉末混凝土中变形钢筋的粘结长度提出了实用设计建议,为制定相关规范提供了依据。
ABSTRACT: Reactive Powder Concrete (RPC) is a kind of new cement base composite material, which provides satisfactory strength, toughness and durability; and also has high environmental protection. Due to these characteristics, it presents broad application prospects in civil engineering field. The RPC members are mostly applied to reinforcement concrete in engineering projects, in order to study the synergistic effect mechanism of steel bar and RPC; the bonding performance between deformed steel bar and RPC is investigated in this paper through beam tests, pull-out tests and inner-embedded strain-gauge tests. In order to solve the anchorage design problem in RPC members, the bond anchorage mechanism and bond anchorage strength of deformed steel bar are analyzed, which also provide the basis for the standard enaction for RPC. The main work conclusions are as follows:
(1) RPC beam bonding tests are carried out by changing steel fiber volume, the thickness of protection layer and bonding length, etc. The influence of anchorage conditions on the failure mode, bond stress-slip curve, and bond characteristic values of specimens are analyzed. The result shows that anchorage conditions have a great influence on the bond performance between reinforcement and Reactive Powder Concrete. The calculation formulas of bonding strength and slip value are established throughout statistical regression of the experimental results;
(2) Bond performance between reinforcement and RPC with steel fiber volumes between0.0%～2.0%are studied through beam and pull-out bond tests. The regularity of bond strength changed with steel fiber volumes under the different test methods is discussed. C40concrete beam tests are correspondingly carried out compared with the RPC specimen with2.0%steel fiber, to study the bond performance between steel bar with different concrete. Bonding mechanism of RPC has been investigated through microscopic structure analysis. This result shows that the bond strength increases with the increasing of steel fiber under the two kinds of test method, but the bond strength growth trend of beam test is greater than pull-out test. Bond strength of beam test is greater than pull-out test except for the specimens without steel fiber; meanwhile bond strength between deformed steel bar and RPC is dramaticlly higher than C40concrete; Compact structure and steel fiber in RPC lead to its high bonding strength;
(3) Inner-embedded strain-gauge tests are carried out, according to measured steel bar strain, the bond stress distribution of different location is analyzed, the position function which reflects this change is deduced; and bond stress-slip constitutive model which considered bond position is established.
(4) Based on above tests, bond length of deformed steel bar in RPC members with steel fiber volumes between0.0%and2.0%is conformed through anchorage reliability analysis and current specifications are put forward, this suggest can provide a basis for relevant specification of RPC.
引文
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