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|| Announcement ! || * CALL FOR PAPERS * Volume.5, Issue.1, March, 2021 is OPEN (Deadline for manuscript submission is March 05, 2021) < ESTIRJ-Engineering Science and Technology International Research Journal is scholarly blind peer review multidisciplinary International Journal (ISSN: (e) 2520-7393 (p) 2521-5027)||

ESTIRJ Volume 4, Issue 3 Sept 2020

Paper 1: A SIMPLIFIED CHLORIDE DIFFUSION CO-EFFICIENT MODEL (1-5)

Abstract: Concrete exposed to chloride environment such as Marine and Cold Regions experience Chloride Ingress. Chloride Diffusion in concrete is concentration dependent process. Generally chloride ions move from higher concentration to lower concentration. Chloride ion concentration wen accumulates to a threshold level on the surface of steel in concrete; it causes steel de-passivation and ultimately process of corrosion starts. Chloride diffusion modeling is generally done using Fick’s second law of diffusion. For tis purpose a number of diffusion models are available, which mainly dependent on ageing factors. A new simplified model has been developed which consider the decreasing effect of chloride diffusion over time period. This simplified diffusion model mainly depends on the decrease of diffusion of chloride ions rate over time based on up-dated ageing factor.

Author 1: Amjad Ali Pathan
Author 2: Abdul Sami Qureshi

Keywords: Durability; Marine and Cold Regions Concrete; Chloride Diffusion in concrete; Chloride diffusion modeling; Corrosion

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Paper 2: RELATIONSHIP BETWEEN NATURAL AND LABORATORY CHLORIDE DIFFUSION IN CONCRETE (6-10)

Abstract: Concrete is tested in laboratory to get surface chloride content and chloride diffusion co-efficient (D). Generally specimen is cured for 28-days and tested for diffusion. Diffusion co-efficient (D) obtained in this way is used for prediction of service life. Concrete is exposed to natural environment during its service life. So, concrete exposed to two environments performs differently. So, to overcome this variation in two different concretes as in laboratory and in natural environment a relationship is essential to find, which relates laboratory tested concrete with concrete in natural environment. So, in present study, data about laboratory tested concrete and concrete placed in natural environment and tested has been collected. Using this data, a relationship between laboratory cured and tested concrete and concrete placed in natural environment and tested. So, this relationship helps to understand the variation between two concretes. Also this relationship may be used, with concrete initially cured and tested in laboratory and then it is expected to be placed in natural environment.

Author 1: Amjad Ali Pathan
Author 2: Mud Fadhil Nuruddin
Author 3: G.B.Khaskheli