These tools will no longer be maintained as of December 31, 2024. Archived website can be found here. PubMed4Hh GitHub repository can be found here. Contact NLM Customer Service if you have questions.


BIOMARKERS

Molecular Biopsy of Human Tumors

- a resource for Precision Medicine *

150 related articles for article (PubMed ID: 36556815)

  • 1. Study on Bond Performance between Corroded Deformed Steel Bar and DS-ECC.
    Liu T; Li X; Che J
    Materials (Basel); 2022 Dec; 15(24):. PubMed ID: 36556815
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Bond Degradation Mechanism and Constitutive Relationship of Ribbed Steel Bars Embedded in Engineered Cementitious Composites under Cyclic Loading.
    Pan J; Lu T; Deng M
    Materials (Basel); 2022 Dec; 16(1):. PubMed ID: 36614591
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Experimental Research on the Bond Performance between SMAF-ECC Composites and Steel Bar.
    Yang Z; Li S; Gao F; Wang R
    Materials (Basel); 2023 Jul; 16(14):. PubMed ID: 37512310
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Bond Stress-Slip Model of BFRP Grid to ECC.
    Deng L; Li T; Zhong M; Liao L; Li H
    Materials (Basel); 2022 Nov; 15(22):. PubMed ID: 36431450
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Influence of Corrosion on the Bond-Slip Behaviour between Corroded Bars and Concrete.
    Zhao C; Ying Z; Du C; Yang S; Liu H
    Materials (Basel); 2023 Nov; 16(23):. PubMed ID: 38068111
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Bond Properties of Steel Bar in Concrete under Water Environment.
    Song L; Qu F; Liu G; Zhao S
    Materials (Basel); 2019 Oct; 12(21):. PubMed ID: 31717756
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Corrosion-Effected Bond Behavior between PVA-Fiber-Reinforced Concrete and Steel Rebar under Chloride Environment.
    Zhang X; Wu X; Wang Y
    Materials (Basel); 2023 Mar; 16(7):. PubMed ID: 37048960
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Effect of Corrosion on the Bond Behavior of Steel-Reinforced, Alkali-Activated Slag Concrete.
    Cui Y; Qu S; Gao K; Tekle BH; Bao J; Zhang P
    Materials (Basel); 2023 Mar; 16(6):. PubMed ID: 36984140
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Study on Bond-Slip Behavior between Seawater Sea-Sand Concrete and Carbon Fiber-Reinforced Polymer (CFRP) Bars with Different Surface Shapes.
    Gao J; Xu P; Fan L; Terrasi GP
    Polymers (Basel); 2022 Jun; 14(13):. PubMed ID: 35808733
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Experimental Study on Secondary Anchorage Bond Performance of Residual Stress after Corrosion Fracture at Ends of Prestressed Steel Strands.
    Yang R; Yang Y; Zhang X; Wang X
    Materials (Basel); 2023 Nov; 16(23):. PubMed ID: 38068185
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Experimental Study on Bond Performance of Carbon- and Glass-Fiber Reinforced Polymer (CFRP/GFRP) Bars and Steel Strands to Concrete.
    Zhao J; Luo X; Wang Z; Feng S; Gong X; Shumuye ED
    Materials (Basel); 2021 Mar; 14(5):. PubMed ID: 33800066
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Experimental Study on Bond-Slip Behavior between Corroded I-Shaped Steel and Concrete in Subsea Tunnel.
    Wang M; Zhang Y; Yu L; Dong Y; Tian Y; Zhou G
    Materials (Basel); 2019 Sep; 12(18):. PubMed ID: 31491906
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Interfacial Bond-Slip Model for CFRP Plate Externally Bonded to Corroded Steel Plate.
    Li A; Xu S
    Materials (Basel); 2022 Nov; 15(23):. PubMed ID: 36499984
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Experimental study of the bond behavior of 400MPa grade hot-rolled ribbed steel bars in steel fibre reinforced concrete.
    Zhao M; Li J; Xie YM; Shen J; Li C
    Sci Rep; 2024 Feb; 14(1):4066. PubMed ID: 38374193
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Basic Mechanical Properties of Duplex Stainless Steel Bars and Experimental Study of Bonding between Duplex Stainless Steel Bars and Concrete.
    Li Q; Cui Y; Wang J
    Materials (Basel); 2021 Jun; 14(11):. PubMed ID: 34205945
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Study of Bond-Slip Behavior and Constitutive Model of a New M-Section Steel-Skeleton Concrete.
    Wei J; Yang Q; Yu Y; Wang Q; Zhou L; Chen F
    Materials (Basel); 2022 Sep; 15(19):. PubMed ID: 36234117
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Bond-Slip Performances of Ultra-High Performance Concrete Steel Tube Columns Made of a Large-Diameter Steel Tube with Internally Welded Steel Bars.
    Deng N; Zhao H; Yao D; Tang Z
    Materials (Basel); 2023 May; 16(10):. PubMed ID: 37241463
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Experimental and Numerical Study on Interface Bond Strength and Anchorage Performance of Steel Bars within Prefabricated Concrete.
    Hu Z; Shah YI; Yao P
    Materials (Basel); 2021 Jul; 14(13):. PubMed ID: 34279282
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Bonding Performance of Glass Fiber-Reinforced Polymer Bars under the Influence of Deformation Characteristics.
    Xie F; Tian W; Diez P; Zlotnik S; Gonzalez AG
    Polymers (Basel); 2023 Jun; 15(12):. PubMed ID: 37376250
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Analytical and Numerical Modeling of the Pullout Behavior between High-Strength Stainless Steel Wire Mesh and ECC.
    Zou X; Liu Y; Zhu J; Li K; Cao J
    Materials (Basel); 2022 Aug; 15(16):. PubMed ID: 36013784
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 8.