Titlebook: Advances in Civil Engineering; Select Proceedings o Scott Arthur,Masato Saitoh,Sudip Kumar Pal Conference proceedings 2022 The Editor(s) (i

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Mindfulness and Acceptance Practices,kness and depth subjected to fire were developed. After model validation, these were used to determine the residual capacity of RC beams exposed to fire for a duration of 30?min to 4?h. Results show that exposure to fire reduces the residual capacity and stiffness of a RC beam significantly. The nat

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https://doi.org/10.1007/978-3-531-92399-4with the inclusion of fiber was also evaluated. The experimental outcomes indicated that in addition of JF or GF not only enhanced load carrying capacity but also abated the brittleness of LSC. These assessments also revealed that concrete incorporated with 0.5% JF of 20?mm length exhibited remarkab

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https://doi.org/10.1007/978-3-531-92399-4ding to the performance levels such as yielding, cracking, spalling and crushing for SS-reinforced concrete bridge pier and compared with that of carbon steel-reinforced concrete bridge pier. Parametric studies have been conducted to obtain the influences of longitudinal reinforcement ratio, yield s

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Burnout: History of a Phenomenon, temperature until 3 and 7?days before compression testing. The water-to-binder (80% GGBS?+?20% silica fume) ratio was kept the same for all different combinations of geopolymer mortars. 6?M activator was used in which sodium hydroxide (NaOH) and sodium silicate (Na.SiO.) ratio was 1:2.5. In general

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