Stress Development and Crack Monitoring of Massive Concrete Walls with Embedded Air-cooling Pipes

Author:

Xue Suduo1,Geng Yan2,Li Xiongyan1,Li Jinguang3,Song Yanjie3

Affiliation:

1. College of Architecture and Civil Engineering, Beijing University of Technology, No. 100 Pingleyuan Chaoyang District, Beijing, China.

2. MCC Central Research Institute of Building and Construction, College of Architecture and Civil Engineering Beijing University of Technology, No. 100 Pingleyuan Chaoyang District, Beijing, China.

3. Department of Civil Engineering, China Huanqiu Contracting & Engineering Co. Ltd., No. 1 Chuangda 2nd Road, Chaoyang District, Beijing, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference49 articles.

1. 1) Abbasi, A. and Hogg, P. J., (2005). “A model for predicting the properties of the constituents of a glass fiber rebar reinforced concrete beam at elevated temperatures simulating a fire test.” Composites Part B: Engineering, 36(5), 384-393.

2. 2) ACI, (2005a). “Guide to mass concrete (Report no. ACI 207.1R-05 of ACI Committee 207).” Farmington Hills Michigan, USA: American Concrete Institute.

3. 3) ACI, (2005b). “Cooling and insulating systems for mass concrete (Report no. ACI 207.4R-05 of ACI Committee 207).” Farmington Hills Michigan, USA: American Concrete Institute.

4. 4) ACI, (2007). “Report on thermal and volume change effects on cracking of mass concrete (Report no. ACI 207.4R-07 of ACI Committee 207).” Farmington Hills Michigan, USA: American Concrete Institute.

5. 5) Alam, T. and Kim, M. H., (2018). “A comprehensive review on single phase heat transfer enhancement techniques in heat exchanger applications.” Renewable & Sustainable Energy Reviews, 81-1, 813-839.

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