Study of the fracture behavior of mortar and concretes with crushed rock or pebble aggregates
The objective of this work was to compare the fracture energy of mortar and concretes produced with crushed rock and pebble aggregates using zero, 10, 20, 30 and 40% of aggregates mixed with standard mortar and applying the wedge splitting method to achieve stable crack propagation. The samples were...
Main Authors: | , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Associação Brasileira de Metalurgia e Materiais (ABM); Associação Brasileira de Cerâmica (ABC); Associação Brasileira de Polímeros (ABPol)
2011-03-01
|
Series: | Materials Research |
Subjects: | |
Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392011000100010 |
_version_ | 1811316727898701824 |
---|---|
author | Sebastião Ribeiro Diego de Campos Ribeiro Mateus Botani de Souza Dias Giseli Cristina Ribeiro Garcia Ésoly Madeleine Bento dos Santos |
author_facet | Sebastião Ribeiro Diego de Campos Ribeiro Mateus Botani de Souza Dias Giseli Cristina Ribeiro Garcia Ésoly Madeleine Bento dos Santos |
author_sort | Sebastião Ribeiro |
collection | DOAJ |
description | The objective of this work was to compare the fracture energy of mortar and concretes produced with crushed rock and pebble aggregates using zero, 10, 20, 30 and 40% of aggregates mixed with standard mortar and applying the wedge splitting method to achieve stable crack propagation. The samples were cast in a special mold and cured for 28 days, after which they were subjected to crack propagation tests by the wedge splitting method to determine the fracture energies of the mortar and concrete. The concretes showed higher fracture energy than the mortar, and the concretes containing crushed rock showed higher resistance to crack propagation than all the compositions containing pebbles. The fracture energy varied from 38 to 55 J.m-2. A comparison of the number of aggregates that separated from the two concrete matrices with the highest fracture energies indicated that the concrete containing pebbles crumbled more easily and was therefore less resistant to crack propagation. |
first_indexed | 2024-04-13T11:54:36Z |
format | Article |
id | doaj.art-1713b283e86c467695f07125d637db0f |
institution | Directory Open Access Journal |
issn | 1516-1439 |
language | English |
last_indexed | 2024-04-13T11:54:36Z |
publishDate | 2011-03-01 |
publisher | Associação Brasileira de Metalurgia e Materiais (ABM); Associação Brasileira de Cerâmica (ABC); Associação Brasileira de Polímeros (ABPol) |
record_format | Article |
series | Materials Research |
spelling | doaj.art-1713b283e86c467695f07125d637db0f2022-12-22T02:47:56ZengAssociação Brasileira de Metalurgia e Materiais (ABM); Associação Brasileira de Cerâmica (ABC); Associação Brasileira de Polímeros (ABPol)Materials Research1516-14392011-03-011414652Study of the fracture behavior of mortar and concretes with crushed rock or pebble aggregatesSebastião RibeiroDiego de Campos RibeiroMateus Botani de Souza DiasGiseli Cristina Ribeiro GarciaÉsoly Madeleine Bento dos SantosThe objective of this work was to compare the fracture energy of mortar and concretes produced with crushed rock and pebble aggregates using zero, 10, 20, 30 and 40% of aggregates mixed with standard mortar and applying the wedge splitting method to achieve stable crack propagation. The samples were cast in a special mold and cured for 28 days, after which they were subjected to crack propagation tests by the wedge splitting method to determine the fracture energies of the mortar and concrete. The concretes showed higher fracture energy than the mortar, and the concretes containing crushed rock showed higher resistance to crack propagation than all the compositions containing pebbles. The fracture energy varied from 38 to 55 J.m-2. A comparison of the number of aggregates that separated from the two concrete matrices with the highest fracture energies indicated that the concrete containing pebbles crumbled more easily and was therefore less resistant to crack propagation.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392011000100010portland cementmortarconcretecrushed rockpebbles |
spellingShingle | Sebastião Ribeiro Diego de Campos Ribeiro Mateus Botani de Souza Dias Giseli Cristina Ribeiro Garcia Ésoly Madeleine Bento dos Santos Study of the fracture behavior of mortar and concretes with crushed rock or pebble aggregates Materials Research portland cement mortar concrete crushed rock pebbles |
title | Study of the fracture behavior of mortar and concretes with crushed rock or pebble aggregates |
title_full | Study of the fracture behavior of mortar and concretes with crushed rock or pebble aggregates |
title_fullStr | Study of the fracture behavior of mortar and concretes with crushed rock or pebble aggregates |
title_full_unstemmed | Study of the fracture behavior of mortar and concretes with crushed rock or pebble aggregates |
title_short | Study of the fracture behavior of mortar and concretes with crushed rock or pebble aggregates |
title_sort | study of the fracture behavior of mortar and concretes with crushed rock or pebble aggregates |
topic | portland cement mortar concrete crushed rock pebbles |
url | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392011000100010 |
work_keys_str_mv | AT sebastiaoribeiro studyofthefracturebehaviorofmortarandconcreteswithcrushedrockorpebbleaggregates AT diegodecamposribeiro studyofthefracturebehaviorofmortarandconcreteswithcrushedrockorpebbleaggregates AT mateusbotanidesouzadias studyofthefracturebehaviorofmortarandconcreteswithcrushedrockorpebbleaggregates AT giselicristinaribeirogarcia studyofthefracturebehaviorofmortarandconcreteswithcrushedrockorpebbleaggregates AT esolymadeleinebentodossantos studyofthefracturebehaviorofmortarandconcreteswithcrushedrockorpebbleaggregates |