dc.contributor.author | Mohd Arif, Sulaiman | |
dc.contributor.author | Rokiah, Othman | |
dc.contributor.author | Siti Hawa, Hamzah | |
dc.contributor.author | Mohd Asrur, Omar | |
dc.date.accessioned | 2010-08-13T08:33:05Z | |
dc.date.available | 2010-08-13T08:33:05Z | |
dc.date.issued | 2009-06-20 | |
dc.identifier.uri | http://dspace.unimap.edu.my/123456789/8666 | |
dc.description | MUCEET 2009 is organized by Malaysian Technical Universities Network (MTUN) comprising of Universiti Malaysia Perlis (UniMAP), Universiti Tun Hussein Onn (UTHM), Universiti Teknikal Melaka (UTeM) and Universiti Malaysia Pahang (UMP), 20th - 22nd June 2009 at M. S. Garden Hotel, Kuantan, Pahang. | en_US |
dc.description.abstract | Precast components are
nowadays widely used in the construction
industry. Due to the increasing demand, the
building sector need to continuously seeking
for improvement in order to fulfill the
industrialization in the building system. The
structural behavior of lightweight foamed
concrete wall panel with and without opening
in term of ultimate load, lateral displacement,
and failure mode were study. Two types of
wall panel namely solid lightweight wall
panel and lightweight wall panel with
opening were designated as WP1 and WP2
respectively. The dimension of WP1 was
1500 mm high by 750 mm wide and 75 mm
thick. Whilst the dimension of WP2 was 1000
mm high by 500 mm wide and 75 mm with
wall surface opening of 240 mm x 240 mm at
the center. Density of 1600 kg/m3 was
considered for all wall panels. The panels
were fixed at the bottom and pinned at the top
of the wall and were tested due to axially
load. The result shows the ultimate load of
WP1 and WP2 were 755 kN and 361 kN
respectively. All wall panels were buckle
with single curvature of lateral displacement.
In WP1 the maximum deflection were
recorded at 0.7 of wall height with magnitude
of 4.1 mm. However, in WP2, 8.2 mm of
lateral displacement were recorded at 0.5 of
wall height. The initial crack appeared at the
lower portion of specimen WP1 after
achieving 85 % (637 kN) of ultimate load and
the samples was crushed and broke into four
separated pieces when the ultimate load is
reached because of the absent of
reinforcement in the specimens. Whilst, in WP2 the first crack was appear at the top
edge of opening after achieving 76 % (275
kN) of ultimate load. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Universiti Malaysia Pahang (UMP) | en_US |
dc.relation.ispartofseries | Proceedings of the Malaysian Technical Universities Conference on Engineering and Technology (MUCEET) 2009 | en_US |
dc.subject | Lateral displacement | en_US |
dc.subject | Lightweight foamed concrete | en_US |
dc.subject | Wall panel | en_US |
dc.subject | Malaysian Technical Universities Conference on Engineering and Technology (MUCEET) | en_US |
dc.title | Structural behaviour of lightweight wall panel under axial load | en_US |
dc.type | Working Paper | en_US |