STUDY ON LOAD CARRYING CAPACITY AND ANALYTICAL PERFORMANCE EVALUATION METHOD OF PC BEAMS HAVING DAMAGED PRESTRESSING TENDONS
Author:
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejmcs/74/4/74_218/_pdf
Reference2 articles.
1. 13) Zhang, X., Wang, L., Zhang, J. and Liu, Y. : Corrosion-induced flexural behavior degradation of locally ungrouted post-tensioned concrete beams, Construction and Building Materials, Vol. 134, pp. 7-17, 2017.
2. 14) Rinaldi, Z., Imperatore, S. and Valente, C. : Experimental evaluation of the flexural behavior of corroded P/C beams, Construction and Building Materials, Vol. 24, pp. 2267-2278, 2010.
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1. An Experimental Study on the Repair Evaluation of Deteriorated RC Beams Using Natural Frequency and Mechanical Behavior Related to Damage Condition;Lecture Notes in Civil Engineering;2024
2. EFFECT OF CABLE CORROSION IN THE VICINITY OF THE BENT UP REGION ON THE PRESTRESS AND SHEAR LOAD CARRYING CAPACITY OF PC BEAMS;Japanese Journal of JSCE;2024
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