AI SearchTheoretical and photo-stress analysis of cracking and bond-slip in reinforced concrete beams
Call Number: AIT Thesis no. 799 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 799Publication details: Bangkok : Asian Institute of Technology, 1975Description: 45 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1975 Summary: Theoretical expressions for predicting the maximum spacing and width of cracks in reinforced concrete beams are derived. Photo-stress technique is used to check the validity of the assumptions made on the strain distributions in the theory. The theoretical predictions of crack widths are compared with experimental results and are shown to be in good agreement. The factors influencing the widths of cracks are identified and a parametric . study is made. Design charts are presented for predicting the maximum width of cracks in reinforced concrete beams subjected to pure flexure.
| Cover image | Item type | Current library | Home library | Collection | Shelving location | Call number | Materials specified | Vol info | URL | Copy number | Status | Notes | Date due | Barcode | Item holds | Item hold queue priority | Course reserves | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
20-AIT Publication
|
Asian Institute of Technology Library AIT Publications | AIT Thesis no. 799 (Browse shelf(Opens below)) | 1 | Available | 30050003036075 | |||||||||||||
40-Archives
|
Asian Institute of Technology Library Archives | AIT Thesis no. 799 (Browse shelf(Opens below)) | Available | 30050160092150 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
Thesis (M.Eng.) - Asian Institute of Technology, 1975
Theoretical expressions for predicting the maximum spacing and width of cracks in reinforced concrete beams are derived. Photo-stress technique is used to check the validity of the assumptions made on the strain distributions in the theory. The theoretical predictions of crack widths are compared with experimental results and are shown to be in good agreement. The factors influencing the widths of cracks are identified and a parametric . study is made. Design charts are presented for predicting the maximum width of cracks in reinforced concrete beams subjected to pure flexure.
There are no comments on this title.