Fire resistance of normal and high-strength concrete with contains of steel fibre
Antonius, Asfari G.D., Widhianto A., Darmayadi D.
Abstract
This paper presents the behavior of steel fibre concrete post material burned under compression. Experimental program is carried out by making a concrete cylinder specimen in which the parameters being reviewed are the concrete compressive strength and the temperatures. The results of such experiments is that the degradation of steel fibre concrete compressive strength of the specimen average quality control on all concrete is about 10% to 20% when the specimen is burned at a temperature of 300°C, where the degradation increases with the increasing compressive strength of concrete. The degradation of concrete compressive strength on the control specimens is significantly (50%-60%) will occur when the specimen is burned at a temperature of 600°C. When the firing temperature is increased to 900°C the degradation of compressive strength will fall, and the maximum compressive strength loss occurs on high strength concrete that is approximately 75%. The stress-strain models of steel fibre concrete at various temperature levels are developed, and the results of validation show the behavior before and after the peak which are relatively close to the experimental results.
Experimental study of confined low-, medium- and high-strength concrete subjected to concentric compression
Antonius, Imran I., Antonius, Imran I., Antonius, Imran I., Antonius, Imran I., Antonius, Imran I., Antonius, Imran I.
Mechanical Behaviour of Steel Fiber Concrete under High Temperatures
Antonius D.D., Asfari G.D.
Compressive behaviour at high temperatures of fibre reinforced concretes
Rodrigues J.P.C., Santos S.O., Toledo R., Velasco R.V., Rodrigues J.P.C., Santos S.O., Toledo R., Velasco R.V.
Constitutive relationships for normal-and high-strength concrete at elevated temperatures
Aslani F., Bastami M., Aslani F., Bastami M., Aslani F., Bastami M.
High-temperature properties of concrete for fire resistance modeling of structures
Dwaikat M.B., Dwaikat M.M.S., Kodur V.K.R., Kodur V.K.R., Dwaikat M.B., Dwaikat M.M.S., Kodur V.K.R., Kodur V.K.R.
General stress-strain relationship for concrete at elevated temperatures
Moftah M., Youssef M.A., Moftah M., Youssef M.A.
Stress-strain constitutive equations of concrete material at elevated temperatures
Li L.-Y., Purkiss J., Li L.-Y., Purkiss J.
Concrete strength for fire safety design
Hertz K.D.
Stress-strain curves for high strength concrete at elevated temperatures
Cheng F.-P., Kodur V.K.R., Wang T.-C., Cheng F.-P., Kodur V.K.R., Wang T.-C., Cheng F.-P., Kodur V.K.R., Wang T.-C.
Design of Concrete Structures. Part 1.2: General rulesstructural fire design, Commission of European communities
Destree X.
Steel Fibre Reinforced Concrete A Practitioners Guide to Sfrc Slabs
Antonius
International Journal of Technology
Antonius, Okiyarta A.W., Aylie H.
Procedia Engineering
Varona F.B., Baeza F.J., Bru D., Ivorra S.
Construction and Building Materials
Antonius, Muslikh, Anggraini N.K., Hardjito D.
Matec Web of Conferences
Antonius, Purwanto, Harprastanti P.
International Journal of Technology
Antonius, Setiyawan P., Purwanto
Iop Conference Series Materials Science and Engineering
Karlinasari R., Antonius, Widhianto A., Purwanto
Advances in Concrete Construction
Destree X., Wolf S., Krasnikovs A.
Rilem Bookseries
Maryoto A., Lie H.A., Jonkers H.M.
Computers and Concrete
