钢筋混凝土双向板挠度的试验研究与分析控制
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摘要
钢筋混凝土双向板是实际工程中应用最为广泛的结构构件之一,目前国内外对其承载能力方面的研究较为充分,而对正常使用方面的研究相对不足,难以满足实际工程的需要。本文针对钢筋混凝土双向板的挠度计算,设置了24块均布荷载作用下板的挠度试验,通过有限元ANSYS模拟分析和理论分析,提出钢筋混凝土双向板的刚度和挠度计算方法。该方法基于目前受弯构件短期刚度的计算公式,通过引入刚度修正系数,合理考虑相邻板带约束及支座约束对双向板刚度和荷载分配的影响。经实验验证,论文提出的方法不仅应用简便,而且具有很好的精度,可为完善现行规范中钢筋混凝土双向板的挠度计算和控制方法提供重要参考。论文的主要内容如下:
1、通过设置24块试验板,重点对比研究了钢筋混凝土双向板与单向板在竖向均布荷载作用下的变形性能,揭示了双向板变形及裂缝发展规律,为后面有限元模拟分析与理论分析提供了试验数据。
2、利用ANSYS有限元分析软件,通过建立整体式与分离式两种模型对钢筋混凝土双向板进行了非线性分析,分析结果与试验结果吻合良好。
3、根据经典薄板理论,结合钢筋混凝土的弹塑性理论,考虑钢筋混凝土双向板变形特点与混凝土受压的双向性,提出钢筋混凝土双向板挠度计算方法及刚度计算方法。对比分析结果说明,论文提出的方法不仅应用简便,而且较目前国内外的计算方法具有更好的精度。
4、根据论文提出的钢筋混凝土双向板的挠度计算方法,以荷载形式和数值、混凝土强度等级、配筋率等为指标,提出双向板板厚的选用方法,为双向板挠度控制提供了实用方法。
论文提出的钢筋混凝土双向板的挠度计算与控制方法,以实验研究和经典薄板理论为基础,计算和控制精度均较目前国内外规范中的方法有明显提高,可为完善我国现行规范中钢筋混凝土双向板的挠度计算和控制方法提供重要参考。
Two-way reinforced concrete slab is most widely used as structural elements in the actual application of engineering. Now, the studies focus more on the load-carrying capacity of slabs. On the contrary, there is little research on the serviceability limit states of two-way concrete slabs and it is difficult to meet the actural engineering. In this paper, aiming on the calculation of two-way reinforced concrete slabs, 24 concrete slabs were made to carry out the deformation test of two-way slabs under uniform load. At last, the calculation method of stiffness and deformation was put up by the simulation of ANSYS and analysis of theory. The method is based on the current formula of short-term bending stiffness and a stiffness correction factor was introduced, so the method can consider reasonably the influence of stiffness and load distribution generated by the adjacent panels and bearing. The experiments prove the method proposed is not only easy to use but also has good accuracy. Furtherly, the method can improve the deflection calculation and control methods for the existing specification and provide an important reference. The main contents are as following:
1. By setting 24 test slabs, the deformation performance of one-way slabs and two-way slabs uner vertical uniform load. The laws of two-way slabs deformation and crack development were revealed and test data were provided for the behind finite element analysis and theoretical analysis.
2. Using ANSYS finite element analysis software, the integral model and separate model were set up to carry out the nonlinear analysis for the test slabs. The calculation results agreed well with the experimental results.
3. On the basis of classical slab theory, considering the elastic-plastic theory of reinforced concrete, two-way slab deflection characteristics and two-way compression nature of concrcte, the calculation method of deformation and stiffness was put up. The comparative analysis shows the method is not only simple but also has better accuracy than other methods at home and abroad.
4. According to the calculation method of two-way reinforced concrete slabs, the selection method of two-way slab thickness was proposed depending on the form and value of load, concrete strength, reinforcement ratio, and so on. At last, a practical method was provided for the deflection control of two-way slabs.
On the basis of experiment and classical plate theory, deflection calculation and control method was proposed for the two-way reinforced concrete slabs. The accuracy of calculation and control are better than other methods at home and abroad. It can improve the method of deflection calculation and control of two-way reinforced concrete slabs and provide an important reference.
1、通过设置24块试验板,重点对比研究了钢筋混凝土双向板与单向板在竖向均布荷载作用下的变形性能,揭示了双向板变形及裂缝发展规律,为后面有限元模拟分析与理论分析提供了试验数据。
2、利用ANSYS有限元分析软件,通过建立整体式与分离式两种模型对钢筋混凝土双向板进行了非线性分析,分析结果与试验结果吻合良好。
3、根据经典薄板理论,结合钢筋混凝土的弹塑性理论,考虑钢筋混凝土双向板变形特点与混凝土受压的双向性,提出钢筋混凝土双向板挠度计算方法及刚度计算方法。对比分析结果说明,论文提出的方法不仅应用简便,而且较目前国内外的计算方法具有更好的精度。
4、根据论文提出的钢筋混凝土双向板的挠度计算方法,以荷载形式和数值、混凝土强度等级、配筋率等为指标,提出双向板板厚的选用方法,为双向板挠度控制提供了实用方法。
论文提出的钢筋混凝土双向板的挠度计算与控制方法,以实验研究和经典薄板理论为基础,计算和控制精度均较目前国内外规范中的方法有明显提高,可为完善我国现行规范中钢筋混凝土双向板的挠度计算和控制方法提供重要参考。
Two-way reinforced concrete slab is most widely used as structural elements in the actual application of engineering. Now, the studies focus more on the load-carrying capacity of slabs. On the contrary, there is little research on the serviceability limit states of two-way concrete slabs and it is difficult to meet the actural engineering. In this paper, aiming on the calculation of two-way reinforced concrete slabs, 24 concrete slabs were made to carry out the deformation test of two-way slabs under uniform load. At last, the calculation method of stiffness and deformation was put up by the simulation of ANSYS and analysis of theory. The method is based on the current formula of short-term bending stiffness and a stiffness correction factor was introduced, so the method can consider reasonably the influence of stiffness and load distribution generated by the adjacent panels and bearing. The experiments prove the method proposed is not only easy to use but also has good accuracy. Furtherly, the method can improve the deflection calculation and control methods for the existing specification and provide an important reference. The main contents are as following:
1. By setting 24 test slabs, the deformation performance of one-way slabs and two-way slabs uner vertical uniform load. The laws of two-way slabs deformation and crack development were revealed and test data were provided for the behind finite element analysis and theoretical analysis.
2. Using ANSYS finite element analysis software, the integral model and separate model were set up to carry out the nonlinear analysis for the test slabs. The calculation results agreed well with the experimental results.
3. On the basis of classical slab theory, considering the elastic-plastic theory of reinforced concrete, two-way slab deflection characteristics and two-way compression nature of concrcte, the calculation method of deformation and stiffness was put up. The comparative analysis shows the method is not only simple but also has better accuracy than other methods at home and abroad.
4. According to the calculation method of two-way reinforced concrete slabs, the selection method of two-way slab thickness was proposed depending on the form and value of load, concrete strength, reinforcement ratio, and so on. At last, a practical method was provided for the deflection control of two-way slabs.
On the basis of experiment and classical plate theory, deflection calculation and control method was proposed for the two-way reinforced concrete slabs. The accuracy of calculation and control are better than other methods at home and abroad. It can improve the method of deflection calculation and control of two-way reinforced concrete slabs and provide an important reference.
引文
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