混凝土砌块铺装有限元模型的建立

Mmdv Gunatilake, W. Mampearachchi
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引用次数: 4

摘要

混凝土砌块铺装(CBP)是在古代道路施工技术“铺石”的基础上发展起来的,是目前使用的一种主要的施工方法。由于其经济适应性,CBP的使用在大多数发展中国家是一种常见的现象。虽然它已经成为一种经济有效的铺路材料,但它还没有发展成为一种成熟的施工技术。本研究的目的是建立CBP的有限元模型,并评估路面在荷载作用下的挠度。利用ANSYS有限元建模软件建立三维有限元模型,对弹性挠度盆进行测量。开发有限元模型的原因是,由于用于试验的混凝土砌块路面的施工成本高且具有挑战性,模拟现场条件的有限元模型可以用来克服这些问题并进行进一步的研究。研究了先前开发的有限元模型和实验室模型。建立的有限元模型得到的结果与实验室比例模型得到的挠度值进行了验证。在不同的荷载情况下,可以观察到类似的挠度盆地。在有限元模型上进行进一步的研究,观察砌块形状的变化对混凝土砌块路面挠度的影响
本文章由计算机程序翻译,如有差异,请以英文原文为准。
DEVELOPMENT OF A FINITE ELEMENT MODEL FOR CONCRETE BLOCK PAVING
Concrete Block Paving (CBP), which is a predominant construction method used nowadays, is based on the ancient road construction technology “Stone Paving”. The use of CBP is a common sight in most of the developing countries due to its economic adaptability. Although it has emerged as a cost- effective paving material, it is yet being developed as a full-fledged construction technique. The aim of this research was to develop a finite element model for CBP and evaluate the deflections in pavement with the application of loads. A three-dimensional finite element model was built to measure the elastic deflection basin with ANSYS finite element modelling software. The reason for developing a finite element model is, as the construction of concrete block pavements for experimenting is costly and challenging, a finite element model simulating the field conditions could be used to overcome these issues and perform further research. Previously developed finite element models and laboratory models were studied. The results obtained from the developed finite element model were verified with the deflection values obtained in a laboratory scaled model. Similar deflection basins could be observed for different load cases. Further studies on the finite element model could be carried out to observe the effect on the deflection of a concrete block pavement with respect to the variation of the block shape
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