Strut Strength and Failure in Full-Scale Concrete Deep Beams

Rezaei, Nazanin; Klein, Gary; Garber, David

doi:10.14359/51713306

Cited by 6 publications

(13 citation statements)

References 4 publications

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“…Note that the results from three of the four specimens (all but Re(E)-H-0) have been previously presented in Rezaei et al [10]. 543…”

Section: Specimen Geometry and Designsupporting

confidence: 57%

“…The experimental program conducted at Florida International University (FIU) included the experimental testing of several concrete deep beams [10]. The results for four of these specimens are presented in this paper to validate the numerical analysis provided later.…”

Section: Specimen Geometry and Designmentioning

confidence: 90%

“…(submitted to ACI Structural Journal) [10]: This paper discusses results from fullscale testing conducted at FIU. It includes the experimental results of five full-scale concrete deep beams: three rectangular and two truss-like specimens with the shear span-to-effective depth ratio (a/d) of 1 (45 degree) and 1.6 (30 degree).…”

Section: • Chapter 4 -"Strut Strength and Failure In Full-scale Concrmentioning

confidence: 99%

“…The limiting compressive stress of the node face (fcu) depends on the type of node (CCC, CCT, or CTT), the face where the nominal resistance is being found (bearing face, back face, or strut-to-node interface), the compressive strength of the concrete (f'c), and any confinement effects from surrounding concrete (accounted for through m), as shown in [2][3][4][5][6][7][8][9][10][11][12][13][14][15] Note that unlike ACI 318-14, AASHTO LRFD [19] does not account for the effect of stresses being able to spread along the length of struts or not being able to in members with constant cross-sectional areas along the length of struts.…”

Section: Aashto Lrfd Bridge Design Specification [19]mentioning

confidence: 99%

“…These nodal zones are only one component of a complete strut-and-tie model. A strut-andtie model is composed of struts, ties, and nodal zones, as shown in Figure 5-1 [8], [10], [12] has brought into question whether this is the actual behavior of these elements. The primary purpose of this study is to continue to investigate the influence of tension on the overall behavior of deep beam members through connecting the influence of development length to reinforcement type and specimen geometry.…”

Section: Introductionmentioning

confidence: 99%

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Study on Strut and Node Behavior in Strut-and-Tie Modeling

Rezaei¹

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David Garber, who always stood by my side in this difficult path, and helped me with his well-thought-out advices. Without his support, valuable guidance, contribution, and patience, this dissertation would not have been possible. I would like to thank Gary Klein, one of the most knowledgeable and well-known civil engineers especially in strut-and-tie field, for his valuable advice, and crucial contribution, which made him a backbone of this dissertation. His truly scientific intuition, ideas and passions in science has inspired and nourished my intellectual maturity.

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“…Note that the results from three of the four specimens (all but Re(E)-H-0) have been previously presented in Rezaei et al [10]. 543…”

Section: Specimen Geometry and Designsupporting

confidence: 57%

Section: Specimen Geometry and Designmentioning

confidence: 90%

Section: • Chapter 4 -"Strut Strength and Failure In Full-scale Concrmentioning

confidence: 99%