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Use of supplementary cementitious materials (SCMs) in reinforced concrete systems – Benefits and limitation

Abstract: About a decade of research carried out at IIT Madras on cementitious systems has shown that the partial replacement of portland cement with supplementary cementitious materials (SCMs) has benefits as well as limitations. The SCMs do not adversely affect the l

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Rebar corrosion modelling and deterioration limit state
C. Andrade

Abstract: In present work the limitations of the models of corrosion initiation with indications to overcome them, are presented. Performance based design of durability is at present a trend considered in fib Model Code (MC2010). However, we are still far from accurate

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Physical and chemical effects of limestone filler on the hydration of steam cured cement paste and mortar
M. Aqel D. K. Panesar

Abstract: The aim of the paper is to decouple the physical and chemical effects of limestone filler (LF), when used as a cement replacement. The effects were decoupled using LF and a chemically inert material (brucite Mg(OH).). Paste, and mortar specimens were steam c

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Synergetic effect of a super-absorbent polymer and a calcium nitrite corrosion inhibitor in high performance concrete durability

Abstract: In this research, the synergetic effect of a super-absorbent polymer in combination with a calcium nitrite corrosion inhibitor were evaluated as a combined technology to improve concrete durability in High Performance Concrete. For this purpose, Portland ceme

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Sustainable fiber reinforced cementitious panels containing PCM: Mechanical and thermal performance
B. Y. Pekmezci E. Y. Tuncel

Abstract: An experimental study was planned and executed for the application of Phase Change Materials (PCM) containing fiber-reinforced cementitious panels on buildings. The objective of the research was to enhance the thermal performance of the panels. Panels with th

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Image analysis on disintegrated concrete at the post-heating stage
A. H. Akca N. Özyurt

Abstract: The relation between crack growth and reduction in the compressive strength after high temperature exposure and after air re-curing was investigated in this study. Concrete specimens were heated to 1000 ºC and they were subjected to air re-curing for 28 days.

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A numerical approach for evaluating residual capacity of fire damaged concrete members
V. K. R. Kodur A. Agrawal

Abstract: This paper presents an approach to evaluate residual capacity of fire-damaged concrete structures. The approach involves capturing response in three stages; namely, structural response at ambient conditions (prior to fire exposure), thermo-mechanical response

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Passivation process quality in reinforced concrete: effects of polarization periodicity and passivation consolidation parameters on data processing

Abstract: The passivation process quality was studied considering polarization periodicity, passivation consolidation parameters, and data processing. Passivation process quality in steel reinforcement affects a structure’s planned future service life. Some research ha

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Recommendations for rehabilitation and corrosion protection of a 100-year-old steel bridge (Durgadee) across heavily polluted river near Mumbai, India

Abstract: This paper describes the rehabilitation proposal, methodology of evaluation of distress and likely remedial measures for 100 years old steel bridge on Ulhas river, near Mumbai. The bridge is constructed in year 1914 during British era apparently now heritage

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