Shear strength of oil palm shell foamed concrete beams

2009 ◽  
Vol 30 (6) ◽  
pp. 2227-2236 ◽  
Author(s):  
Mohd Zamin Jumaat ◽  
U. Johnson Alengaram ◽  
Hilmi Mahmud
2015 ◽  
Vol 87 ◽  
pp. 854-862 ◽  
Author(s):  
Soon Poh Yap ◽  
U. Johnson Alengaram ◽  
Mohd Zamin Jumaat ◽  
Kuan Ren Khaw

2013 ◽  
Vol 51 ◽  
pp. 522-529 ◽  
Author(s):  
U. Johnson Alengaram ◽  
Baig Abdullah Al Muhit ◽  
Mohd Zamin bin Jumaat ◽  
Michael Liu Yong Jing

2016 ◽  
Vol 102 ◽  
pp. 722-732 ◽  
Author(s):  
Kim Hung Mo ◽  
Phillip Visintin ◽  
U. Johnson Alengaram ◽  
Mohd Zamin Jumaat

2012 ◽  
Vol 587 ◽  
pp. 139-143
Author(s):  
Mei Yun Chin ◽  
Lau Teck Leong

The test results of reinforced concrete beams cast with Oil Palm Shell (OPS) in shear mechanism are presented. It was found that the shear mechanism in Oil Palm Shell Concrete (OPSC) beams is similar in nature to those found in normal weight concrete (NWC) beams. Comparative studies carried out on variables affecting the shear mechanism indicate OPSC beamsproduce similar shear strength to NWC beams.


2016 ◽  
Vol 8 (15) ◽  
pp. 47-54
Author(s):  
Haspiadi Haspiadi

The purpose of this research is to know the influence of pressure and use of conplast against mechanical properties which are a Modulus of Elasticity (MOE) and Modulus of Rupture (MOR) of plasterboard. The study is done because still low quality of plasterboard made from a mixture of ashes of oil-palm shell especially of the mechanical properties compared to the controls. The method of this reserach used variation of printed pressure and the addition of conplast. Test result is obtained that the highest value of Modulus of Elasticity (MOE) 90875.94 Kg/cm2, Modulus of Rupture (MOR) 61.16 Kg/cm2 and density values in generally good printed at the pressure 60 g/cm3 and the addition of conplast 25% as well as the composition of the ash of palm shell oil 40%: limestone 40%: cement 15%: fiber 5% and 300 mL of water. ABSTRAK Tujuan dari penelitian ini adalah untuk mengetahui pengaruh tekanan dan penggunaan conplast terhadap sifat mekanik yaitu kuat lentur dan keteguhan patah eternit berbahan dasar abu cangkang sawit. Penelitian ini dilakukan karena masi rendahnya mutu eternit berbahan campuran abu cangkang sawit dari bolier khususnya sifat mekanik dibandingkan dengan kontrol. Metode penelitian yang digunakan adalah dengan variasi tekanan cetak dan penambahan conplast. Hasil uji diperoleh bahwa kuat lentur tertinggi sebesar 90875,94 Kg/cm2 dan keteguhan patah sebesar 61,16 Kg/cm2, yang dicetak pada tekanan 60 g/cm3 dan penambahan conplast 25% dengan komposisi  abu cangkang sawit 40 %: kapur 40 % : semen 15 %: serat 5 % dan air 300 mL.Kata Kunci :  Abu cangkang sawit, conplast, kuat lentur, keteguhan patah.


Sign in / Sign up

Export Citation Format

Share Document