In this study, the ultimate strength of 234 simply supported reinforced concrete deep beams tested to shear failure was evaluated by the ACI 318M-08's strut-tie model approach implemented with the indeterminate strut-tie model and load distribution ...
Young-Mook Yun, Byung-Hun Kim
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Strut and tie model optimization for reinforced concrete deep beam using genetic algorithm
This paper presents strut and tie model structural optimization of reinforced concrete deep beam using genetic algorithm. Genetic algorithm is used as the optimization platform as it does not require differentiation of the exact mathematical formulation
Bambang Piscesa, Tavio Tavio
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Accurate prediction of the shear capacity of reinforced concrete (RC) deep beams remains challenging due to the complex interaction of multiple load transfer mechanisms and the pronounced size effect in quasi-brittle materials.
Ziwen Wu, Haiyu Li, Kelun Wei, Wei Xie
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Analysis of Shear Model for Steel-Fiber-Reinforced High-Strength Concrete Corbels with Welded-Anchorage Longitudinal Reinforcement. [PDF]
Li SS +7 more
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Experimental Study of Shear Performance of High-Strength Concrete Deep Beams with Longitudinal Reinforcement with Anchor Plate. [PDF]
Li SS +6 more
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Analysis and design of disturbed regions with strut-tie models
An interactive computer graphics program implementing the Strut-Tie model approach for analysis and design of reinforced and prestressed concrete members is presented. The program consists of three parts.
Alshegeir, Abdulsallam A
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Concrete Deep Beam with Strut Reinforcement
The study examined 8 concrete deep beam models 7 with strut and one reference with normal reinforcement tested by use abaqus program and. The specimens were tested under two points load.
Hussein Kamal Kadhim +1 more
doaj +2 more sources
Strut and tie model for predicting shear behavior of interior RC beam column joints under seismic loading. [PDF]
Zhao W, Yan Y, Yue Y, Xue R, Yan X.
europepmc +1 more source
The design of reinforced concrete structures with a topology optimized strut-and-tie model
Ristikkomallin luotettava muodostaminen ja mitoittaminen vaatii suunnittelijalta merkittävästi aikaa ja osaamista. Valmiiksi kehitetty suunnittelurutiini loisi säästöjä suunnitteluun ja helposti lähestyttävän tavan käsitellä aihetta.
Wielert, Tomi
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Shear behavior of UHPFRC deep beams with internal opening reinforcement. [PDF]
Yousef AM, Tahwia AM, Elzain AA.
europepmc +1 more source

