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- W4285040705 abstract "The punching shear strength of conventional reinforced concrete elements has been a highly interesting topic for many reasons, including having a brittle and catastrophic failure, being influenced by many parameters and mechanisms, and lacking the physically based rigorous models. In addition, with the uprising evolution of concrete construction technology, more complexity was added to this already complex problem. Special cases included lightweight concrete and prestressed concrete [1–5]. Moreover, new advanced materials were implemented in the construction industry, including fiber-reinforced polymer (FRP) to replace conventional steel reinforcements [6–11]. Finally, in many cases, shear is combined with membrane forces, particularly tensile forces [12, 13]. Several strength models were developed for punching shear over the years [14–16]. A sequence of research studies is outlined briefly [17–20]. Those studies aimed to develop an extended critical shear crack theory (ECSCT) for various punching shear problems, including lightweight concrete, FRP-reinforced concrete, prestressed concrete, and punching shear combined with tensile forces. The ECSCT was validated using 585 slabs tested under punching load. The model strength predictions were compared with existing design codes [21–24]. The model is physically based and more accurate and consistent than other design codes." @default.
- W4285040705 created "2022-07-13" @default.
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- W4285040705 date "2022-07-13" @default.
- W4285040705 modified "2023-10-16" @default.
- W4285040705 title "Extended Critical Shear Crack Theory for Punching Shear of Lightweight, FRP-Reinforced, or Prestressed Concrete" @default.
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- W4285040705 doi "https://doi.org/10.1007/978-981-19-4293-8_37" @default.
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