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Benny Suryanto,Joshua Kiyoshi Suryanto
Pág. 59 - 67
The four-point flexural test is now making headway as an alternative laboratory investigative technique for determining the tensile properties of Engineered Cementitious Composite (ECC) to the more traditional, direct/uniaxial tensile test. As the fundam...
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Asdam Tambusay,Benny Suryanto,Priyo Suprobo
Pág. 6 - 12
This paper presents the application of a low-cost digital image correlation (DIC) system for automated crack mapping. The system employed makes use of a conventional digital camera, a remote image recording controller, and an open-source digital image co...
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Benny Suryanto,George Staniforth
Pág. 6 - 12
A series of three reinforced concrete beams without shear reinforcement were tested to failure under a centre-span monotonic load, a centre-span pulsating load, and a stepwise-moving pulsating load. During each experiment, load-deflection response was co...
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Benny Suryanto,Asdam Tambusay,Priyo Suprobo
Pág. 93 - 98
Three reinforced concrete beams, one with no shear reinforcement and two others with shear reinforcement ratios of 0.4% and 1.1%, were tested to investigate the influence of stirrup spacing on the mode of failure, overall strength and ductility. The resu...
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Benny Suryanto,R. Morgan,A.L. Han
Pág. 16 - 24
This study investigates the accuracy of Response-2000 in predicting the response of shear-critical reinforced concrete beams. The experimental data selected was that obtained by Vecchio and Shim in 2004 on twelve reinforced concrete beams which sought to...
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Benny Suryanto,S.A. Wilson,W.J. McCarter
Pág. 187 - 194
The performance of an Engineered Cementitious Composite (ECC) to self-heal micro-cracks under a controlled laboratory environment is presented. Ten dog-bone shaped samples were prepared; five of them were preloaded to known strains and then left to heal...
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