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自密实系列混凝土基本力学性能试验研究
Experimental Study on Basic Mechanical Performance of Self-compacting Concrete
2019年第3期
自密实混凝土;轻骨料;力学性能;破坏机理;应力-应变曲线;劈拉;单轴受压;纯剪
Self-compacting concrete; Lightweight aggregate; Mechanical properties; Failure mechanism; Stress-strain curve; Splitting tensil
2019年第3期
10.19761/j.1000-4637.2019.03.019.05
国家自然科学基金项目(51578479)。
张 军1,赵志青2,朱从香1
1.扬州工业职业技术学院 建筑工程学院,225127;2.河海大学工程管理系,南京 211100

张 军1,赵志青2,朱从香1

张军,赵志青,朱从香.自密实系列混凝土基本力学性能试验研究[J].混凝土与水泥制品,2019(3):19-23.

ZHANG J,ZHAO Z Q,ZHU C X.Experimental Study on Basic Mechanical Performance of Self-compacting Concrete[J].China Concrete and Cement Products,2019(3):19-23.

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摘 要: 为探究自密实系列混凝土基本力学性能,利用液压伺服机和材料直剪仪对普通混凝土、轻骨料混凝土、自密实普通混凝土和自密实轻骨料混凝土进行了受压、劈拉和纯剪试验研究,得到了不同加载工况下混凝土的破坏形态和力-变形曲线,通过提取力-变形曲线特征值(峰值应力、变形参数以及弹性模量),对比分析了自密实系列混凝土基本力学性能。结果表明:单轴受压工况下自密实系列混凝土主要为斜剪破坏形态,纯剪受力工况下,自密实系列混凝土受剪破坏断面相对较不平整且凹凸;自密实系列混凝土单轴受压应力-应变曲线表现出明显脆性特征,非自密实系列混凝土塑性变形能力较高,但劈拉应力-应变曲线和横向剪切荷载-位移曲线发展表现出明显脆性破坏特征;相同抗压强度混凝土配合比设计值,普通混凝土抗剪强度远低于轻骨料混凝土和自密实系列混凝土,同时自密实系列混凝土弹性模量和剪切模量高于非自密实系列混凝土。 Abstract: In order to explore the basic mechanical properties of self-compacting concrete, the compressive tests, splitting tests and shear tests of ordinary concrete, lightweight aggregate concrete, self-compacting ordinary concrete and self-compacting lightweight aggregate concrete were carried out by means of hydraulic servo machine and material direct shear apparatus. The basic mechanical properties of self-compacting concrete were analyzed by extracting the characteristic values of force-deformation curve (peak stress, deformation parameters and elastic modulus). The main conclusions are as follows: in the uniaxial compression failure mode, the self-compacting concrete is mainly oblique shear failure mode, while in the pure shear state, the shear failure section of the self-compacting concrete is relatively uneven and concave; the uniaxial compression stress-strain curve shows that the self-compacting concrete is obvious. The non-self-compacting concrete has high plastic deformation capacity, but the splitting tensile stress-strain curve and shear transverse load-displacement curve are brittle failure characteristics. The shear strength of ordinary concrete is much lower than that of lightweight aggregate concrete and self-compacting concrete with the same mix ratio of compressive strength concrete. At the same time, the elastic modulus and shear modulus of self-compacting concrete are higher than those of non-self-compacting concrete.
英文名 : Experimental Study on Basic Mechanical Performance of Self-compacting Concrete
刊期 : 2019年第3期
关键词 : 自密实混凝土;轻骨料;力学性能;破坏机理;应力-应变曲线;劈拉;单轴受压;纯剪
Key words : Self-compacting concrete; Lightweight aggregate; Mechanical properties; Failure mechanism; Stress-strain curve; Splitting tensil
刊期 : 2019年第3期
DOI : 10.19761/j.1000-4637.2019.03.019.05
文章编号 :
基金项目 : 国家自然科学基金项目(51578479)。
作者 : 张 军1,赵志青2,朱从香1
单位 : 1.扬州工业职业技术学院 建筑工程学院,225127;2.河海大学工程管理系,南京 211100

张 军1,赵志青2,朱从香1

张军,赵志青,朱从香.自密实系列混凝土基本力学性能试验研究[J].混凝土与水泥制品,2019(3):19-23.

ZHANG J,ZHAO Z Q,ZHU C X.Experimental Study on Basic Mechanical Performance of Self-compacting Concrete[J].China Concrete and Cement Products,2019(3):19-23.

摘要
参数
结论
参考文献
引用本文

摘  要: 为探究自密实系列混凝土基本力学性能,利用液压伺服机和材料直剪仪对普通混凝土、轻骨料混凝土、自密实普通混凝土和自密实轻骨料混凝土进行了受压、劈拉和纯剪试验研究,得到了不同加载工况下混凝土的破坏形态和力-变形曲线,通过提取力-变形曲线特征值(峰值应力、变形参数以及弹性模量),对比分析了自密实系列混凝土基本力学性能。结果表明:单轴受压工况下自密实系列混凝土主要为斜剪破坏形态,纯剪受力工况下,自密实系列混凝土受剪破坏断面相对较不平整且凹凸;自密实系列混凝土单轴受压应力-应变曲线表现出明显脆性特征,非自密实系列混凝土塑性变形能力较高,但劈拉应力-应变曲线和横向剪切荷载-位移曲线发展表现出明显脆性破坏特征;相同抗压强度混凝土配合比设计值,普通混凝土抗剪强度远低于轻骨料混凝土和自密实系列混凝土,同时自密实系列混凝土弹性模量和剪切模量高于非自密实系列混凝土。

Abstract: In order to explore the basic mechanical properties of self-compacting concrete, the compressive tests, splitting tests and shear tests of ordinary concrete, lightweight aggregate concrete, self-compacting ordinary concrete and self-compacting lightweight aggregate concrete were carried out by means of hydraulic servo machine and material direct shear apparatus. The basic mechanical properties of self-compacting concrete were analyzed by extracting the characteristic values of force-deformation curve (peak stress, deformation parameters and elastic modulus). The main conclusions are as follows: in the uniaxial compression failure mode, the self-compacting concrete is mainly oblique shear failure mode, while in the pure shear state, the shear failure section of the self-compacting concrete is relatively uneven and concave; the uniaxial compression stress-strain curve shows that the self-compacting concrete is obvious. The non-self-compacting concrete has high plastic deformation capacity, but the splitting tensile stress-strain curve and shear transverse load-displacement curve are brittle failure characteristics. The shear strength of ordinary concrete is much lower than that of lightweight aggregate concrete and self-compacting concrete with the same mix ratio of compressive strength concrete. At the same time, the elastic modulus and shear modulus of self-compacting concrete are higher than those of non-self-compacting concrete.

关键词:
自密实混凝土;轻骨料;力学性能;破坏机理;应力-应变曲线;劈拉;单轴受压;纯剪
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(1)混凝土单轴受压破坏形态中,非自密实系列混凝土在平行于加载方向形成两组裂缝面,自密实系列混凝土单轴受压主要为斜剪破坏形态;单轴劈拉和纯剪破坏形态较为类似,但自密实系列混凝土劈拉断面和剪切破坏断面相比于非自密实系列混凝土较为不平整且凹凸。
(2)混凝土单轴受压应力-应变曲线,自密实系列混凝土表现出较高的脆性性能,非自密实系列混凝土具有良好的塑性变形性能;同时混凝土单轴劈拉应力-应变曲线和纯剪横向荷载-位移曲线发展趋势基本类似相同,相比于单轴受压受力形态表现出明显的脆性特征。
(3)四种不同混凝土具有良好的抗压能力和抗拉能力,其中混凝土单轴劈拉强度与单轴受压强度比值在1/131/15;但混凝土抗剪强度具有较大的差异,相近的混凝土抗压强度实测值,普通混凝土抗剪强度较低,轻骨料混凝土和自密实系列混凝土抗剪强度远高于普通混凝土。
(4)普通混凝土(轻骨料混凝土)弹性模量与剪切模量均低于自密实普通混凝土(自密实轻骨料混凝土),轻骨料混凝土(自密实轻骨料混凝土)弹性模量与剪切模量均高于普通混凝土(自密实普通混凝土),这主要受所用粗骨料变形能力、粗骨料含量与混凝土密实性影响。
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张军,赵志青,朱从香.自密实系列混凝土基本力学性能试验研究[J].混凝土与水泥制品,2019(3):19-23.

ZHANG J,ZHAO Z Q,ZHU C X.Experimental Study on Basic Mechanical Performance of Self-compacting Concrete[J].China Concrete and Cement Products,2019(3):19-23.

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