Early Age Cracking Control in Semimassive Walls of RC Tanks by Internal Cooling

Author:

Zych Mariusz1ORCID,Nguyen Trong-Chuc2

Affiliation:

1. Ph.D. Civil Engineering Associate Professor, Institute of Building Materials and Structures, Dept. of Civil Engineering, Cracow Univ. of Technology, St. Warszawska 24, Kraków 31-155, Poland (corresponding author). ORCID: .

2. Institute of Techniques for Special Engineering, Le Quy Don Technical Univ., No. 236, Hoang Quoc Viet St., Bac Tu Liem Dist., Hanoi City 1000, Vietnam.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Aleksandrovski, S. V. 1966. Calculations of concrete and reinforced concrete structures subjected to temperature and humidity changes (including creep). Moskwa: Strojizdat.

2. Application of air cooled pipes for reduction of early age cracking risk in a massive RC wall

3. Bamforth, P. B. 2018. Control of cracking caused by restrained deformation in concrete. London: Construction Industry Research and Information Association.

4. Bofang, Z. 2014. Thermal stresses and temperature control of mass concrete. Oxford, UK: Butterworth-Heinemann.

5. Composite element algorithm for the thermal analysis of mass concrete

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