two-way slab【建】 - PMC

Published in final edited form as: J Struct Eng (N Y N Y). 2020 Mar; 146(6): 10.1061/(ASCE)ST.1943-541X.0002607. doi: 10.1061/(ASCE)ST.1943-541X.0002607

PMCID:: PMC11008493

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Behavior of a Two-Way Lightweight Steel–Concrete Composite Slab Voided with Thin-Walled Core Boxes towards Sustainable Construction

Yongqi Huang, Vincent J.L. Gan, Huaguo Chen, Jianjun Yang

Materials (Basel) 2020 Sep; 13(18): 4129. Published online 2020 Sep 17. doi: 10.3390/ma13184129

PMCID:: PMC7560331

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Deflection Estimation Model for Prestressed Concrete Slabs with Plastic Inserts Forming Voids

Mindaugas Zavalis, Mykolas Daugevičius, Aidas Jokūbaitis, Robertas Zavalis, Juozas Valivonis

Materials (Basel) 2022 May; 15(9): 3013. Published online 2022 Apr 21. doi: 10.3390/ma15093013

PMCID:: PMC9101433

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Protective Behaviors of Bio-Inspired Honeycomb Column Thin-Walled Structure against RC Slab under Impact Loading

Shijie Wang, Hongxiang Xia

Biomimetics (Basel) 2023 Mar; 8(1): 73. Published online 2023 Feb 9. doi: 10.3390/biomimetics8010073

PMCID:: PMC9944957

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Post Fire Residual Strength of the Wall-Slab Using Siliceous Concrete

Su-Hyeon Lee, Byong-Jeong Choi

Materials (Basel) 2021 Apr; 14(7): 1793. Published online 2021 Apr 5. doi: 10.3390/ma14071793

PMCID:: PMC8038594

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Two-Way Shear Resistance of FRP Reinforced-Concrete Slabs: Data and a Comparative Study

Fahid Aslam, Mohamed AbdelMongy, Majed Alzara, Taha Ibrahim, Ahmed Farouk Deifalla, Ahmed M. Yosri

Polymers (Basel) 2022 Sep; 14(18): 3799. Published online 2022 Sep 11. doi: 10.3390/polym14183799

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Punching Shear Behavior of Two-Way Concrete Slabs Reinforced with Glass-Fiber-Reinforced Polymer (GFRP) Bars

Minkwan Ju, Kyoungsoo Park, Cheolwoo Park

Polymers (Basel) 2018 Aug; 10(8): 893. Published online 2018 Aug 9. doi: 10.3390/polym10080893

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Investigation of the Fracture Characteristics of a Cement Mortar Slab under Impact Loading Based on the CDEM

Qunlei Zhang, Decai Wang, Jinchao Yue, Chun Feng, Ruifu Yuan

Materials (Basel) 2023 Jan; 16(1): 207. Published online 2022 Dec 26. doi: 10.3390/ma16010207

PMCID:: PMC9821831

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Deflection Analysis of Layered Slabs with Plastic Inserts

Juozas Masėnas, Remigijus Šalna, Linas Juknevičius, Juozas Valivonis

Materials (Basel) 2021 Oct; 14(20): 6050. Published online 2021 Oct 13. doi: 10.3390/ma14206050

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Thermal performance of composite slabs with profiled steel decking exposed to fire effects

Jian Jiang, Joseph A. Main, Jonathan M. Weigand, Fahim H. Sadek

Fire Saf J. Author manuscript; available in PMC 2024 Apr 2.

Published in final edited form as: Fire Saf J. 2018 Jan; 95: 10.1016/j.firesaf.2017.10.003. doi: 10.1016/j.firesaf.2017.10.003

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Investigation of Thermal Behaviour of a Hybrid Precasted Concrete Floor using Embedded Sensors

Shane Newell, Jamie Goggins

Int J Concr Struct Mater. 2018; 12(1): 66. Published online 2018 Oct 5. doi: 10.1186/s40069-018-0287-y

PMCID:: PMC7328017

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Hybrid Effect of Steel Bars and PAN Textile Reinforcement on Ductility of One-Way Slab Subjected to Bending

Omar H. Hussein, Amer M. Ibrahim, Suhad M. Abd, Hadee Mohammed Najm, Saba Shamim, Mohanad Muayad Sabri Sabri

Molecules. 2022 Aug; 27(16): 5208. Published online 2022 Aug 15. doi: 10.3390/molecules27165208

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Flexural Strengthening of Concrete Slab-Type Elements with Textile Reinforced Concrete

Hyeong-Yeol Kim, Young-Jun You, Gum-Sung Ryu, Kyung-Taek Koh, Gi-Hong Ahn, Se-Hoon Kang

Materials (Basel) 2020 May; 13(10): 2246. Published online 2020 May 13. doi: 10.3390/ma13102246

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Damage Assessment of Two-Way Bending RC Slabs Subjected to Blast Loadings

Haokai Jia, Ling Yu, Guiying Wu

ScientificWorldJournal. 2014; 2014: 718702. Published online 2014 Jul 8. doi: 10.1155/2014/718702

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Structural retrofitting of RC slabs using bamboo fibre laminate: Flexural performance and crack patterns

Paul O. Awoyera, Fadi Althoey, Alireza Bahrami, Pius U. Apuye, L.M. Bendezu R, Badr S. Alotaibi, J.M. Prado M, Mohammed A. Abuhussain

Heliyon. 2024 Jan 30; 10(2): e23999. Published online 2024 Jan 4. doi: 10.1016/j.heliyon.2024.e23999

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Blast Resistance of Reinforced Concrete Slabs Based on Residual Load-Bearing Capacity

Lijun Wang, Shuai Cheng, Zhen Liao, Wenjun Yin, Kai Liu, Long Ma, Tao Wang, Dezhi Zhang

Materials (Basel) 2022 Sep; 15(18): 6449. Published online 2022 Sep 16. doi: 10.3390/ma15186449

PMCID:: PMC9502281

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Experimental Study on One-Way BFRP Bar-Reinforced UHPC Slabs under Concentrated Load

Xiaoqing Xu, Zhujian Hou

Materials (Basel) 2020 Jul; 13(14): 3077. Published online 2020 Jul 10. doi: 10.3390/ma13143077

PMCID:: PMC7412266

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Evaluation of the Strength of Slab-Column Connections with FRPs Using Machine Learning Algorithms

Nermin M. Salem, Ahmed Deifalla

Polymers (Basel) 2022 Apr; 14(8): 1517. Published online 2022 Apr 8. doi: 10.3390/polym14081517

PMCID:: PMC9032783

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PMC Images search for two-way slab【建】

Figure 13

Yield line mode of a square slab with a fixed boundary condition on four sides. Notes: A–D are the four corner points of the slab; l_x and l_y are the width and length of the slab, respectively; l₁ and l₂ represent the distance between the x-axis and y-axis, respectively, from the intersection point of the yield lines in the slab.

Behavior of a Two-Way Lightweight Steel–Concrete Composite Slab Voided with Thin-Walled Core Boxes towards Sustainable Construction

Materials (Basel). 2020 Sep;13(18):4129.
Figure 15

Single ribbed strip in general: (a) deformation in one direction; (b) stress of section between yield sections A and B. Notes: A and D are the two endpoints of the single ribbed strip; B and C represent the two intersection points of the yield lines in a two-way slab.

Behavior of a Two-Way Lightweight Steel–Concrete Composite Slab Voided with Thin-Walled Core Boxes towards Sustainable Construction

Materials (Basel). 2020 Sep;13(18):4129.
Figure 1

Specimen details of the full-scale, two-way concrete slab specimens (unit in mm).

Punching Shear Behavior of Two-Way Concrete Slabs Reinforced with Glass-Fiber-Reinforced Polymer (GFRP) Bars

Polymers (Basel). 2018 Aug;10(8):893.
Figure A1

Procedure for the fabrication of such a composite slab.

Behavior of a Two-Way Lightweight Steel–Concrete Composite Slab Voided with Thin-Walled Core Boxes towards Sustainable Construction

Materials (Basel). 2020 Sep;13(18):4129.