Shear Mechanism of Precast Segmental Concrete Beam Prestressed with Unbonded Tendons

The shear tests are conducted on six precast segmental concrete beams (PSCBs) in this paper. A new specimen design scheme is presented to compare the effects of segmental joints on the shear performance of PSCBs. The failure modes, shear strength, structural deflection, stirrup strain, and tendon st...

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Bibliographic Details
Main Authors: Wu-Tong Yan, Lei Yuan, Yong-Hua Su, Zi-Wei Song
Format: Article
Language:English
Published: MDPI AG 2025-07-01
Series:Buildings
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Online Access:https://www.mdpi.com/2075-5309/15/15/2668
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