{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,11,6]],"date-time":"2025-11-06T15:59:50Z","timestamp":1762444790181},"reference-count":21,"publisher":"Bentham Science Publishers Ltd.","issue":"1","license":[{"start":{"date-parts":[[2018,4,30]],"date-time":"2018-04-30T00:00:00Z","timestamp":1525046400000},"content-version":"unspecified","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/legalcode"}],"content-domain":{"domain":["opencivilengineeringjournal.com","benthamopen.com"],"crossmark-restriction":true},"short-container-title":["TOCIEJ"],"published-print":{"date-parts":[[2018,4,30]]},"abstract":"\n Introduction:<\/jats:title>\n This paper presents an extensive characterisation of materials and components used in non-structural masonry constructions in the region of Pernambuco, Brazil.<\/jats:p>\n <\/jats:sec>\n \n Methods:<\/jats:title>\n \n An experimental study was carried out on a running bond of red clay prisms, of two and three ceramic blocks, with and without cement mortar coating, subjected to axial compression in order to enhance the capacity of masonry.<\/jats:p>\n <\/jats:sec>\n \n Results and Conclusion:<\/jats:title>\n \n The experimental preliminary results indicate an increase both in the compressive load capacity of the coated prisms and in those that use coatings based on reinforced mortar, not complying with the specifications of conventional structural mortar.<\/jats:p>\n <\/jats:sec>","DOI":"10.2174\/1874149501812010071","type":"journal-article","created":{"date-parts":[[2018,5,7]],"date-time":"2018-05-07T10:06:55Z","timestamp":1525687615000},"page":"71-82","update-policy":"http:\/\/dx.doi.org\/10.2174\/crossmark_policy","source":"Crossref","is-referenced-by-count":1,"title":["Preliminary Analysis of the Influence of Reinforced Mortar Coating on the Compressive Strength of Clay Bricks"],"prefix":"10.2174","volume":"12","author":[{"given":"A.C.","family":"Azevedo","sequence":"first","affiliation":[]},{"given":"J.M.P.Q.","family":"Delgado","sequence":"additional","affiliation":[]},{"given":"A.S.","family":"Guimar\u00e3es","sequence":"additional","affiliation":[]},{"given":"F.A.N.","family":"Silva","sequence":"additional","affiliation":[]},{"given":"R.A.","family":"Oliveira","sequence":"additional","affiliation":[]}],"member":"965","reference":[{"key":"ref1","unstructured":"Oliveira RA, Sobrinho CWA. \n \n \"Accidents in buildings constructed with resistant masonry in Metropolitan Region of Recife\" \n 2006."},{"key":"ref2","doi-asserted-by":"publisher","first-page":"229","DOI":"10.1061\/(ASCE)0899-1561(2005)17:2(229)","volume":"17","author":"Sarangapani G.","year":"2005","unstructured":"Sarangapani G, Venkatarama Reddy BV, Jagadish KS. \n Brick-mortar bond and masonry compressive strength. \n J Mater Civ Eng \n 2005; \n 17\n (2)\n : 229-37.","journal-title":"J. Mater. Civ. Eng."},{"key":"ref3","doi-asserted-by":"publisher","first-page":"181","DOI":"10.1016\/j.cemconcomp.2006.11.003","volume":"29","author":"Mohamad G.","year":"2007","unstructured":"Mohamad G, Louren\u00e7o PB, Roman HR. \n Mechanics of hollow concrete block masonry prisms under compression: Review and prospects. \n Cement Concr Compos \n 2007; \n 29\n (3)\n : 181-92.","journal-title":"Cement Concr. Compos."},{"key":"ref4","doi-asserted-by":"publisher","first-page":"331","DOI":"10.1617\/s11527-009-9492-0","volume":"43","author":"Barbosa C.S.","year":"2010","unstructured":"Barbosa CS, Louren\u00e7o PB, Hanai JB. \n On the compressive strength prediction for concrete masonry prisms. \n Mater Struct \n 2010; \n 43\n (3)\n : 331-44.","journal-title":"Mater. Struct."},{"key":"ref5","unstructured":"Mohamad G, Louren\u00e7o PB, Roman HR, Barbosa CS, Rizzatti E. \n Stress-strain behaviour of concrete block masonry prisms under compression \n 15th International Brick and Block Masonry Conference \n 2012."},{"key":"ref6","doi-asserted-by":"publisher","first-page":"567","DOI":"10.1061\/(ASCE)MT.1943-5533.0000731","volume":"26","author":"Lumantarna R.","year":"2014","unstructured":"Lumantarna R, Biggs DT, Ingham JM. \n Uniaxial compressive strength and stiffness of field-extracted and laboratory-constructed masonry prisms \n J Mater Civil Eng \n 2014; \n 26\n (4)\n : 567-75.","journal-title":"J. Mater. Civil Eng."},{"key":"ref7","doi-asserted-by":"publisher","first-page":"559","DOI":"10.1061\/(ASCE)MT.1943-5533.0000685","volume":"26","author":"Lumantarna R.","year":"2014","unstructured":"Lumantarna R, Biggs DT, Ingham JM. \n Compressive, flexural bond, and shear bond strengths of in situ New Zealand unreinforced clay brick masonry constructed using lime mortar between the 1880s and 1940s. \n J Mater Civ Eng \n 2014; \n 26\n (4)\n : 559-66.","journal-title":"J. Mater. Civ. Eng."},{"key":"ref8","doi-asserted-by":"publisher","first-page":"1573","DOI":"10.1617\/s11527-013-0138-x","volume":"47","author":"Kyriakides M.A.","year":"2014","unstructured":"Kyriakides MA, Billington SL. \n Behavior of unreinforced masonry prisms and beams retrofitted with engineered cementitious composites. \n Mater Struct \n 2014; \n 47\n (9)\n : 1573-87.","journal-title":"Mater. Struct."},{"key":"ref9","unstructured":"Atkinson RH, Noland JL, Abrams DP, McNary S. \n A deformation failure theory for stack bond, brick masonry prisms in compression \n 1985; \n In: 3rd NAMC, Arlington; 1985; pp. \n (9): \n 18-1-18-18."},{"key":"ref10","first-page":"365","volume":"94","author":"Khalaf F.M.","year":"1994","unstructured":"Khalaf FM, Hendry AW, Fairbairn DR. \n Study of the compressive strength of blockwork masonry. \n ACI Struct J \n 1994; \n 94\n (4)\n : 365-75.","journal-title":"ACI Struct. J."},{"key":"ref11","author":"Vermeltfoort A.T.","year":"2004","unstructured":"Vermeltfoort AT. \n Brick\u2013mortar interaction in masonry under pressure. \n PhD thesis \n 2004.","journal-title":"PhD thesis"},{"key":"ref12","unstructured":"Structural and non-structural ceramic blocks \u2013 Test methods, Rio de Janeiro, Brazil, 2005"},{"key":"ref13","unstructured":"NBR 15270-1. Structural and non-structural ceramic blocks \u2013 Terminology and requirements., Rio de Janeiro, Brazil, 2005"},{"key":"ref14","unstructured":"NBR NM 248, Aggregates - Sieve analysis of fine and coarse aggregates, Rio de Janeiro, Brazil, 2009."},{"key":"ref15","unstructured":"NBR 9776, Aggregate - Determination of fine aggregate specific gravity by. Chapman vessel - Method of test, Rio de Janeiro, Brazil, 1987."},{"key":"ref16","unstructured":"NBR NM 46, Aggregates - Determination of material finer than 75 \u03bcm sieve by washing, Rio de Janeiro, Brazil, 2003."},{"key":"ref17","unstructured":"NBR 7218, Aggregates - Determination of clay lumps and fiable materials content - Method of test, Rio de Janeiro, Brazil, 2010."},{"key":"ref18","unstructured":"NBR NM 45, Aggregates - Determination of the unit weight and air-void contents, Rio de Janeiro, Brazil, 2006."},{"key":"ref19","unstructured":"NBR 6467, Aggregates - Determination of swelling in fine aggregates - Method of test, Rio de Janeiro, Brazil, 2009."},{"key":"ref20","unstructured":"NBR NM 52, Fine aggregate \u2013 Determination of the bulk specific gravity and apparent specific gravity, Rio de Janeiro, Brazil, 2009."},{"key":"ref21","unstructured":"NBR 7211, Aggregates for concrete - Specification, Rio de Janeiro, Brazil, 2009."}],"container-title":["The Open Civil Engineering Journal"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/opencivilengineeringjournal.com\/contents\/volumes\/V12\/TOCIEJ-12-71\/TOCIEJ-12-71.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/opencivilengineeringjournal.com\/contents\/volumes\/V12\/TOCIEJ-12-71\/TOCIEJ-12-71.xml","content-type":"application\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/opencivilengineeringjournal.com\/contents\/volumes\/V12\/TOCIEJ-12-71\/TOCIEJ-12-71.pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2019,4,10]],"date-time":"2019-04-10T10:23:02Z","timestamp":1554891782000},"score":1,"resource":{"primary":{"URL":"https:\/\/opencivilengineeringjournal.com\/VOLUME\/12\/PAGE\/71\/"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2018,4,30]]},"references-count":21,"journal-issue":{"issue":"1","published-print":{"date-parts":[[2018,4,30]]}},"alternative-id":["TOCIEJ-12-71"],"URL":"https:\/\/doi.org\/10.2174\/1874149501812010071","relation":{},"ISSN":["1874-1495"],"issn-type":[{"value":"1874-1495","type":"print"}],"subject":[],"published":{"date-parts":[[2018,4,30]]},"assertion":[{"value":"Peer Reviewed","order":0,"name":"review_status","label":"Review Status","group":{"name":"peer_review_details","label":"Peer Review Details"}},{"value":"Single blind","order":1,"name":"review_process","label":"Review Process","group":{"name":"peer_review_details","label":"Peer Review Details"}},{"value":"Checked with iThenticate","order":0,"name":"screening_status","label":"Screening Status","group":{"name":"plagiarism_screening","label":"Plagiarism Screening"}},{"value":"2018-01-03","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2018-03-22","order":1,"name":"revised","label":"Revised","group":{"name":"publication_history","label":"Publication History"}},{"value":"2018-04-10","order":2,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2018-04-30","order":3,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}]}}