Performance based simulation of pervious concrete using discrete element method

Autor:	Ashfaque Ansari, Mukund M. Mahajan
Jazyk:	English<br />Croatian
Rok vydání:	2020
Předmět:	pervious concrete stress-strain discrete element method particle flow code Engineering (General). Civil engineering (General) TA1-2040
Zdroj:	Građevinar, Vol 72, Iss 08., Pp 693-701 (2020)
Druh dokumentu:	article
ISSN:	0350-2465 1333-9095
DOI:	10.14256/JCE.2424.2018
Popis:	Pervious concrete is a special type of concrete that differs from ordinary concrete by its highly porous nature, which is why this type of discrete material can not be modelled using the Finite Element Method (FEM). Behaviour of pervious concrete samples with different aggregate sizes and void ratios is simulated in the paper, using the Particle Flow Code (PFC) software, which is based on the discrete element method (DEM). The PFC software is used to simulate various experimental results obtained on high paste content pervious concrete samples.
Databáze:	Directory of Open Access Journals
Externí odkaz:	https://doaj.org/article/4f399645cd9c4de48049946f12cfb2b9 Zobrazit plný text záznamu View record in DOAJ