Evaluation of KDS 14 Draft Model for One-Way Shear Strength of Slender Concrete Members Reinforced with Fiber-Reinforced Polymer (FRP) Rebars
Abstract Currently, the evaluation methods and design codes for predicting the shear strength of FRP-RC members are being continuously developed and updated. The revision draft of the Korean Standard KDS 14 20 22 (KDS 14 draft) adopts the compression zone failure mechanism theory to predict the one-...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
SpringerOpen
2025-08-01
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| Series: | International Journal of Concrete Structures and Materials |
| Subjects: | |
| Online Access: | https://doi.org/10.1186/s40069-025-00804-1 |
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