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Temperature Effects on Concrete Structure Cracks by ANSYS

机译:ANSYS对混凝土结构裂缝的温度影响

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Due to its high strength, good durability, concrete is widely used in various types of buildings and structures. With the continuous development of engineering and technology, all kinds of new, unique shape structure, the use of mass concrete structure is more and more widely. But big volume concrete block, its thermal performance is poorer, inside the concrete hydration heat accumulation is difficult to spread, surface heat faster, the center temperature and the surface temperature of the temperature difference will cause concrete crack; In addition, the elastic modulus, coefficient of relaxation, could also change along with the change of temperature, time, you can always cracking of concrete. How to control the mass concrete cracking, is always the key and the difficulty of structure and construction. In this paper, on the basis of a lot of practice, summarizes the characteristics of mass concrete, concrete cracking reason, and from two angles of the design and construction, analyzes the limited measures of mass concrete cracking control. For real reflect the temperature field and temperature stress of engineering, based on the large finite element software ANSYS, simulation analysis of mass concrete temperature field and temperature stress, and the following conclusions. Through the contrast analysis, concrete temperature crack control to set according to different season, summer temperature is higher, to take appropriate cooling method to control, to avoid late concrete internal temperature rapidly reduced. And to pay attention to the thermal insulation of concrete in winter, avoid frost crack.
机译:由于其高强度,良好的耐久性,混凝土被广泛用于各种类型的建筑物和结构中。随着工程技术的不断发展,各种新颖,独特的形状结构,大体积混凝土结构的使用越来越广泛。但是大体积的混凝土砌块,其热性能较差,混凝土内部的水化蓄热难于散布,表面热量较快,中心温度与表面温度的温差会引起混凝土开裂;另外,弹性模量,松弛系数也可能随温度,时间的变化而变化,可以使混凝土始终开裂。如何控制大体积混凝土的开裂,一直是结构施工的关键和难点。本文在大量实践的基础上,总结了大体积混凝土的特性,混凝土开裂的原因,并从设计和施工两个角度,分析了大体积混凝土开裂控制的局限性措施。为了真实反映工程的温度场和温度应力,基于大型有限元软件ANSYS,对大体积混凝土温度场和温度应力进行仿真分析,并得出以下结论。通过对比分析,混凝土温度裂缝控制要根据不同季节设定,夏季温度较高,要采取适当的降温方法进行控制,避免后期混凝土内部温度迅速降低。并在冬天注意混凝土的保温,避免冻裂。

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