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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Probabilistic Analysis of Cracking Moment of RC T-Beam Bridge Girder
Cracking of reinforced concrete flexural members is a highly random phenomenon. The evaluation of cracking resistance of a reinforced concrete structural element is important from a view point of its performance in limit state of serviceability i.e., in cracking. Deterministic analysis of cracking moment for all the beams is carried out. Probabilistic analysis of cracking from different cross sections of RC T-beam bridge girders is performed. For this purpose, different cross sections of RC T-beam bridge girders designed according to MORTH for seven spans namely 10, 12, 14, 16, 18, 21 and 24 m are considered. Probability of cracking of each cross sections of beam is determined using relative frequency approach within the framework of Monte Carlo Simulation. With respect to the distribution of basic variables considered in this study, cracking moment of RC T-beam is found to follow lognormal distribution. The probability of failure against cracking is found to be very high. Cracking moment is found to be independent of load combinations adopted in the study. The present article can be used as a reference for examining the beams for limit state of cracking.
Probabilistic Analysis of Cracking Moment of RC T-Beam Bridge Girder
Cracking of reinforced concrete flexural members is a highly random phenomenon. The evaluation of cracking resistance of a reinforced concrete structural element is important from a view point of its performance in limit state of serviceability i.e., in cracking. Deterministic analysis of cracking moment for all the beams is carried out. Probabilistic analysis of cracking from different cross sections of RC T-beam bridge girders is performed. For this purpose, different cross sections of RC T-beam bridge girders designed according to MORTH for seven spans namely 10, 12, 14, 16, 18, 21 and 24 m are considered. Probability of cracking of each cross sections of beam is determined using relative frequency approach within the framework of Monte Carlo Simulation. With respect to the distribution of basic variables considered in this study, cracking moment of RC T-beam is found to follow lognormal distribution. The probability of failure against cracking is found to be very high. Cracking moment is found to be independent of load combinations adopted in the study. The present article can be used as a reference for examining the beams for limit state of cracking.
Probabilistic Analysis of Cracking Moment of RC T-Beam Bridge Girder
Lecture Notes in Civil Engineering
Dasgupta, Kaustubh (Herausgeber:in) / Sajith, A. S. (Herausgeber:in) / Unni Kartha, G. (Herausgeber:in) / Joseph, Asha (Herausgeber:in) / Kavitha, P. E. (Herausgeber:in) / Praseeda, K.I. (Herausgeber:in) / Ranjith, A. (Autor:in) / Balaji Rao, K. (Autor:in) / Tanvi Rai, A. (Autor:in) / Thripthi (Autor:in)
National Conference on Structural Engineering and Construction Management ; 2019 ; Angamaly, India
17.12.2019
16 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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