TY - GEN
T1 - Advanced concretes for high temperature applications
AU - Deshpande, Alok A.
AU - Kumar, Dhanendra
AU - Ranade, Ravi
AU - Whittaker, Andrew S.
N1 - Publisher Copyright:
© 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. All rights reserved.
PY - 2019
Y1 - 2019
N2 - The mechanical properties of concrete deteriorate at high temperatures. Strain-hardening cementitious composites (SHCC) are a special class of fiber-reinforced concretes that exhibit strain-hardening behavior in direct tension. The mechanical behavior of a SHCC made using polyvinyl alcohol (PVA) fibers is characterized after exposure to temperatures up to 800°C. The effects of temperature on compressive strength, splitting tensile strength and modulus of rupture are reported. For comparison, a normal strength conventional concrete of similar compressive strength to the SHCC was heated and tested in the same conditions as the SHCC. The normalized tensile strength of SHCC at room temperature, and after exposure to high temperature, is significantly greater than the value for conventional concrete. The PVA fibers provide crack-bridging capacity up to about 200°C (melting point of PVA fibers is 230°C), leading to improved tensile behavior. At greater temperatures, the fibers melt, creating pathways for steam to escape, reducing micro-cracking and significantly improving mechanical behavior with respect to conventional concrete. SHCC is a robust alternative to conventional concrete for high temperature applications.
AB - The mechanical properties of concrete deteriorate at high temperatures. Strain-hardening cementitious composites (SHCC) are a special class of fiber-reinforced concretes that exhibit strain-hardening behavior in direct tension. The mechanical behavior of a SHCC made using polyvinyl alcohol (PVA) fibers is characterized after exposure to temperatures up to 800°C. The effects of temperature on compressive strength, splitting tensile strength and modulus of rupture are reported. For comparison, a normal strength conventional concrete of similar compressive strength to the SHCC was heated and tested in the same conditions as the SHCC. The normalized tensile strength of SHCC at room temperature, and after exposure to high temperature, is significantly greater than the value for conventional concrete. The PVA fibers provide crack-bridging capacity up to about 200°C (melting point of PVA fibers is 230°C), leading to improved tensile behavior. At greater temperatures, the fibers melt, creating pathways for steam to escape, reducing micro-cracking and significantly improving mechanical behavior with respect to conventional concrete. SHCC is a robust alternative to conventional concrete for high temperature applications.
KW - Compressive strength
KW - Concrete
KW - Fiber-reinforced concrete
KW - Fire
KW - High temperature
KW - SHCC
KW - Tensile strength
UR - https://www.scopus.com/pages/publications/85074453601
M3 - Conference contribution
AN - SCOPUS:85074453601
T3 - 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report
SP - 328
EP - 332
BT - 20th Congress of IABSE, New York City 2019
PB - International Association for Bridge and Structural Engineering (IABSE)
T2 - 20th IABSE Congress, New York City 2019: The Evolving Metropolis
Y2 - 4 September 2019 through 6 September 2019
ER -