Thermal Cracking of Mass Concrete Bridge Footings in Coastal Environments-Reference-Cited by-同舟云学术

Thermal Cracking of Mass Concrete Bridge Footings in Coastal Environments

Published:2015-12 Issue:6 Volume:29 Page:04014171
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Bobko Christopher P.¹,Edwards Andrew J.²,Seracino Rudolf³,Zia Paul⁴

Affiliation:

1. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.

3. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.

4. Distinguished University Professor Emeritus, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000664

Reference24 articles.

1. American Concrete Institute (ACI). (2005a). “Guide to mass concrete.” ACI 207.1R-05 ACI Committee 207 Farmington Hills MI.

2. American Concrete Institute (ACI). (2005b). “Cooling and insulating systems for mass concrete.” ACI 207.4R-05 ACI Committee 207 Farmington Hills MI.

3. American Concrete Institute (ACI). (2007). “Report on thermal and volume change effects on cracking of mass concrete.” ACI 207.2R-07 ACI Committee 207 Farmington Hills MI.

4. American Concrete Institute (ACI). (2010). “Specifications for structural concrete.” ACI 301-10 ACI Committee 301 Farmington Hills MI.

5. Simulation of the thermal stress in mass concrete using a thermal stress measuring device

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