Performance of sand cement block under axial load with different eccentricity

The load carrying capacity of structures under eccentric loading is a primary issue for the assessment of several structural elements, such as walls, vaults, arches and pillars. Even though these structures are quite different, they may exhibit a stress concentration resulting from the eccentricity...

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Main Author:	Amirul Fazlan, Ramli
Format:	Undergraduates Project Papers
Language:	English
Published:	2011
Subjects:	TJ Mechanical engineering and machinery
Online Access:	http://umpir.ump.edu.my/id/eprint/7859/ http://umpir.ump.edu.my/id/eprint/7859/ http://umpir.ump.edu.my/id/eprint/7859/1/AMIRUL_FAZLAN_BIN_RAMLI.PDF

id	ump-7859
recordtype	eprints
spelling	ump-78592016-04-20T03:30:33Z http://umpir.ump.edu.my/id/eprint/7859/ Performance of sand cement block under axial load with different eccentricity Amirul Fazlan, Ramli TJ Mechanical engineering and machinery The load carrying capacity of structures under eccentric loading is a primary issue for the assessment of several structural elements, such as walls, vaults, arches and pillars. Even though these structures are quite different, they may exhibit a stress concentration resulting from the eccentricity of the load, which may lead to the crushing failure of .the material. From this situation, an experimental works on performance of sand cement block under axial load with different eccentricity were conducted. Three types of block prism namely Prism A, Prism B and Prism C were prepared. All samples were loaded with from the top and both from the top and bottom of block prism with varies of eccentricity which is 0mm, 5mm, 10mm, 15mm and 20mm respectively. Two types of block prism, which is sand cement block and lightweight foam concrete block, (LWFCB) were considered. The ultimate load for Prism A, were I 17.5kN, 77kN, 63.75kN, 56.75kN and 44.5kN through eccentricity of 0mm, 5mm, 10mm, 15mm and 20mm respectively. Whilst, the ultimate load of Prism B was 78.75kN, 72.75kN, 54.75kN, 41.5kN and 30.75kN recorded due to five different eccentricities respectively. Prism C has gained the ultimate load of 43kN, 35.5kN, 1 1.5kN, 7.25kN and 6.25kN when eccentricity increased in 5mm interval respectively. All samples show the same crack pattern which is vertical crack. 2011-05 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7859/1/AMIRUL_FAZLAN_BIN_RAMLI.PDF Amirul Fazlan, Ramli (2011) Performance of sand cement block under axial load with different eccentricity. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:76449&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TJ Mechanical engineering and machinery
spellingShingle	TJ Mechanical engineering and machinery Amirul Fazlan, Ramli Performance of sand cement block under axial load with different eccentricity
description	The load carrying capacity of structures under eccentric loading is a primary issue for the assessment of several structural elements, such as walls, vaults, arches and pillars. Even though these structures are quite different, they may exhibit a stress concentration resulting from the eccentricity of the load, which may lead to the crushing failure of .the material. From this situation, an experimental works on performance of sand cement block under axial load with different eccentricity were conducted. Three types of block prism namely Prism A, Prism B and Prism C were prepared. All samples were loaded with from the top and both from the top and bottom of block prism with varies of eccentricity which is 0mm, 5mm, 10mm, 15mm and 20mm respectively. Two types of block prism, which is sand cement block and lightweight foam concrete block, (LWFCB) were considered. The ultimate load for Prism A, were I 17.5kN, 77kN, 63.75kN, 56.75kN and 44.5kN through eccentricity of 0mm, 5mm, 10mm, 15mm and 20mm respectively. Whilst, the ultimate load of Prism B was 78.75kN, 72.75kN, 54.75kN, 41.5kN and 30.75kN recorded due to five different eccentricities respectively. Prism C has gained the ultimate load of 43kN, 35.5kN, 1 1.5kN, 7.25kN and 6.25kN when eccentricity increased in 5mm interval respectively. All samples show the same crack pattern which is vertical crack.
format	Undergraduates Project Papers
author	Amirul Fazlan, Ramli
author_facet	Amirul Fazlan, Ramli
author_sort	Amirul Fazlan, Ramli
title	Performance of sand cement block under axial load with different eccentricity
title_short	Performance of sand cement block under axial load with different eccentricity
title_full	Performance of sand cement block under axial load with different eccentricity
title_fullStr	Performance of sand cement block under axial load with different eccentricity
title_full_unstemmed	Performance of sand cement block under axial load with different eccentricity
title_sort	performance of sand cement block under axial load with different eccentricity
publishDate	2011
url	http://umpir.ump.edu.my/id/eprint/7859/ http://umpir.ump.edu.my/id/eprint/7859/ http://umpir.ump.edu.my/id/eprint/7859/1/AMIRUL_FAZLAN_BIN_RAMLI.PDF
first_indexed	2023-09-18T22:04:56Z
last_indexed	2023-09-18T22:04:56Z
_version_	1777414644820869120

Performance of sand cement block under axial load with different eccentricity

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