Search Results - "Sousa, Alex M. D."

NLFEA of Reinforced Concrete Corbels: Proposed Framework, Sensibility Study, and Precision Level by Reginato, Luan, de Sousa, Alex M. D., Santos, João V. C., El Debs, Mounir K.

“…Non-linear finite element analysis (NLFEA) has been frequently used to assess the ultimate capacity of reinforced concrete (RC) structures under the most…”
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One‐way shear strength of wide reinforced concrete members without stirrups by Sousa, Alex M. D., Lantsoght, Eva O. L., El Debs, Mounir K.

“…The calibration of most analytical models that assess the shear strength of wide reinforced concrete members without shear reinforcement is based on simply…”
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Extended CSDT model for shear capacity assessments of bridge deck slabs by de Sousa, Alex M.D., Lantsoght, Eva O.L., Yang, Yuguang, El Debs, Mounir K.

“…•A database of 214 slabs under single concentrated loads was built.•Recommendations to assess the shear capacity of slabs with the CSDT model are given.•A new…”
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Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions by de Sousa, Alex M.D., Lantsoght, Eva O.L., Genikomsou, Aikaterini S., Krahl, Pablo A., El Debs, Mounir K.

“…•Flat slabs with the rational use of UHPFRC were studied by NLFEA.•The influence of the UHPFRC layer geometry and reinforcement ratio was…”
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Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding by de Sousa, Alex M.D., Lantsoght, Eva O.L., El Debs, Mounir K.

“…•12 tests on one-way slabs under concentrated loads are discussed.•Large shear redistribution around the load occurred after local punching.•One-way shear,…”
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NLFEA of one-way slabs in transition between shear and punching: Recommendations for modeling by de Sousa, Alex M.D., Lantsoght, Eva O.L., Genikomsou, Aikaterini S., Prado, Lisiane P., El Debs, Mounir K.

“…•Non-linear finite element analyses were used to evaluate slabs in transition between one-way shear and punching shear failure mechanisms.•A sensibility study…”
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