Статті в журналах з теми "Shear strength of unbonded tendons"
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Dilger, Walter H., and Marwan Shatila. "Shear strength of prestressed concrete edge slab–column connections with and without shear stud reinforcement." Canadian Journal of Civil Engineering 16, no. 6 (December 1, 1989): 807–19. http://dx.doi.org/10.1139/l89-124.
Повний текст джерелаSayed-Ahmed, Ezzeldin Y., Shelley L. Lissel, Gamil Tadros, and Nigel G. Shrive. "Carbon fibre reinforced polymer (CFRP) post-tensioned masonry diaphragm walls: prestressing, behaviour, and design recommendations." Canadian Journal of Civil Engineering 26, no. 3 (June 1, 1999): 324–44. http://dx.doi.org/10.1139/l98-073.
Повний текст джерелаLissel, Shelley L., Nigel G. Shrive, and Adrian W. Page. "Shear in plain, bed joint reinforced, and post-tensioned masonry." Canadian Journal of Civil Engineering 27, no. 5 (October 1, 2000): 1021–30. http://dx.doi.org/10.1139/l00-057.
Повний текст джерелаLissel, S. L., N. G. Shrive, and J. Gilliland. "Design of carbon fibre reinforced polymer post-tensioned masonry diaphragm retaining walls." Canadian Journal of Civil Engineering 32, no. 3 (June 1, 2005): 579–94. http://dx.doi.org/10.1139/l05-008.
Повний текст джерелаWang, H. L., S. W. Liu, and Z. Zhang. "Seismic Performance and Effects of Different Joint Shapes for Unbonded Precast Segmental Bridge Columns." Journal of Mechanics 32, no. 4 (April 14, 2016): 427–33. http://dx.doi.org/10.1017/jmech.2016.22.
Повний текст джерелаZheng, Wen Zhong, Chong Xi Bai, and Hui Dong Cheng. "Experimental Study on Behaviors of Unbonded Prestressed Concrete Beams Reinforced with CFRP Tendons." Key Engineering Materials 400-402 (October 2008): 567–73. http://dx.doi.org/10.4028/www.scientific.net/kem.400-402.567.
Повний текст джерелаDu, Xiu Li, Zuo Hu Wang, and Jing Bo Liu. "Flexural Capacity of Concrete Beams Prestressed with Carbon Fiber Reinforced Polymer (CFRP) Tendons." Advanced Materials Research 168-170 (December 2010): 1353–62. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.1353.
Повний текст джерелаLee, Deuck Hang, and Kang Su Kim. "Flexural strength of prestressed concrete members with unbonded tendons." Structural Engineering and Mechanics 38, no. 5 (June 10, 2011): 675–96. http://dx.doi.org/10.12989/sem.2011.38.5.675.
Повний текст джерелаHAMAHARA, Masayuki, Shoudai KOIKE, and Tsuyoshi FUKUI. "ULTIMATE STRENGTH OF PRECAST CONCRETE MEMBERS ASSEMBLED BY UNBONDED TENDONS." Journal of Structural and Construction Engineering (Transactions of AIJ) 86, no. 789 (November 1, 2021): 1549–57. http://dx.doi.org/10.3130/aijs.86.1549.
Повний текст джерелаWei, Ya, Francis T. K. Au, Jing Li, and Neil C. M. Tsang. "Experimental and numerical investigation of post-tensioned concrete flat slabs in fire." Journal of Structural Fire Engineering 7, no. 1 (March 14, 2016): 2–18. http://dx.doi.org/10.1108/jsfe-03-2016-001.
Повний текст джерелаLuchi, L. A. R., and J. C. C. Leite Jr. "Design of punching shear for prestressed slabs with unbonded tendons on internal columns." Revista IBRACON de Estruturas e Materiais 10, no. 4 (August 2017): 788–825. http://dx.doi.org/10.1590/s1983-41952017000400002.
Повний текст джерелаGardner, N. J. "Punching shear provisions for reinforced and presfressed concrete flat slabs." Canadian Journal of Civil Engineering 23, no. 2 (April 1, 1996): 502–10. http://dx.doi.org/10.1139/l96-054.
Повний текст джерелаLiu, Jia Sheng. "Design Analysis of Unbonded Prestressed Concrete Two-Way Slab." Applied Mechanics and Materials 204-208 (October 2012): 853–56. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.853.
Повний текст джерелаLiu, Qing Wen, and Fu Qiang Wu. "Characteristic Analysis of Prestressed Concrete Frame Joints with Spread-Ended Beams." Applied Mechanics and Materials 578-579 (July 2014): 648–52. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.648.
Повний текст джерелаJin, Li Bing, De Cai Chen, and Ji Peng Qi. "Experimental Study on Shear Capacity of Prestressed SFRC Beams." Applied Mechanics and Materials 256-259 (December 2012): 926–29. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.926.
Повний текст джерелаEstévez-Cimadevila, J., F. Suárez-Riestra, D. Otero-Chans, and E. Martín-Gutiérrez. "Experimental Analysis of Pretensioned CLT-Glulam T-Section Beams." Advances in Materials Science and Engineering 2018 (2018): 1–12. http://dx.doi.org/10.1155/2018/1528792.
Повний текст джерелаShi, Yun, Guanglin Yuan, and Hao Zhu. "Effect of Axial Compression Ratio on Seismic and Self-Centering Performance of Unbonded Prestressed Concrete Columns." Advances in Civil Engineering 2022 (January 18, 2022): 1–13. http://dx.doi.org/10.1155/2022/7346620.
Повний текст джерелаKwon, Byung Un, and Thomas H. K. Kang. "Seismic Behavior of RC Beam-Column Exterior Joints with Unbonded Tendons and High Strength Concrete." Journal of the Earthquake Engineering Society of Korea 19, no. 6 (November 1, 2015): 283–92. http://dx.doi.org/10.5000/eesk.2015.19.6.283.
Повний текст джерелаAlotaibi, Emran, Nadia Nassif, Mohamad Alhalabi, Humam Al Sebai, and Samer Barakat. "Numerical investigation on redundancy of bridges with AASHTO I-girders." Bridge Structures 17, no. 1-2 (June 11, 2021): 41–50. http://dx.doi.org/10.3233/brs-210187.
Повний текст джерелаNishiyama, Taizo, Hosin (David) Lee, and M. Asghar Bhatti. "Investigation of Bonding Condition in Concrete Overlay by Laboratory Testing, Finite Element Modeling, and Field Evaluation." Transportation Research Record: Journal of the Transportation Research Board 1933, no. 1 (January 2005): 15–23. http://dx.doi.org/10.1177/0361198105193300103.
Повний текст джерелаAbbas, Hayder Qays, and Alaa Hussein Al‐Zuhairi. "Usage of EB-CFRP for Improved Flexural Capacity of Unbonded Post-Tensioned Concrete Members Exposed to Partially Damaged Strands." Civil Engineering Journal 8, no. 6 (June 1, 2022): 1288–303. http://dx.doi.org/10.28991/cej-2022-08-06-014.
Повний текст джерелаYan, Wutong, Liangjiang Chen, Bing Han, Huibing Xie, and Yue Sun. "Flexural Analysis Model of Externally Prestressed Steel-Concrete Composite Beam with Nonlinear Interfacial Connection." Applied Sciences 12, no. 9 (May 7, 2022): 4699. http://dx.doi.org/10.3390/app12094699.
Повний текст джерелаWang, Guo Lin, and Shao Ping Meng. "Experimental Study on Shear Behavior of Prestressed Concrete Deep Beams with Draped Tendons." Advanced Materials Research 163-167 (December 2010): 1339–42. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1339.
Повний текст джерелаChang, Hong, and Wei Zhou. "Flexural Behaviour of Unbonded Posttensioned Concrete Beam Strengthened with Aluminium Alloy Plates." Mathematical Problems in Engineering 2020 (April 6, 2020): 1–13. http://dx.doi.org/10.1155/2020/6535609.
Повний текст джерелаPang, Miao, Zhangxiang Li, and Tiejiong Lou. "Numerical Study of Using FRP and Steel Rebars in Simply Supported Prestressed Concrete Beams with External FRP Tendons." Polymers 12, no. 12 (November 24, 2020): 2773. http://dx.doi.org/10.3390/polym12122773.
Повний текст джерелаHu, Zebin, Zhenming Xu, Shufeng Zhang, Haibo Jiang, Yuanhang Chen, and Jie Xiao. "Experimental Study on Shear Behavior of Precast High-Strength Concrete Segmental Beams with External Tendons and Dry Joints." Buildings 12, no. 2 (January 27, 2022): 134. http://dx.doi.org/10.3390/buildings12020134.
Повний текст джерелаZhang, Burong, and Brahim Benmokrane. "Design and evaluation of a new bond-type anchorage system for fiber reinforced polymer tendons." Canadian Journal of Civil Engineering 31, no. 1 (January 1, 2004): 14–26. http://dx.doi.org/10.1139/l03-062.
Повний текст джерелаZhang, Xihong, Hong Hao, and Chao Li. "Multi-hazard resistance capacity of precast segmental columns under impact and cyclic loading." International Journal of Protective Structures 9, no. 1 (March 2018): 24–43. http://dx.doi.org/10.1177/2041419617736321.
Повний текст джерелаVo-Le, Dien, Duong T. Tran, Thong M. Pham, Chinh Ho-Huu, and Long Nguyen-Minh. "Re-evaluation of shear contribution of CFRP and GFRP sheets in concrete beams post-tensioned with unbonded tendons." Engineering Structures 259 (May 2022): 114173. http://dx.doi.org/10.1016/j.engstruct.2022.114173.
Повний текст джерелаZhou, Zhi Liu, Feng Wang, Kang Zhao, Tao Liu, and Ya Nan Zhang. "Calculation Method of Ultimate Punching Bearing Capacity of Unbonded Prestressed Concrete Slab." Applied Mechanics and Materials 744-746 (March 2015): 378–82. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.378.
Повний текст джерелаRafeeqi, S. F. A., S. U. Khan, N. S. Zafar, and T. Ayub. "Implication of Unbondedness in Reinforced Concrete Beams." Advanced Materials Research 587 (November 2012): 36–41. http://dx.doi.org/10.4028/www.scientific.net/amr.587.36.
Повний текст джерелаAbdelatif, Amged O., John S. Owen, and Mohammed F. M. Hussein. "Re-Anchorage of a Ruptured Tendon in Bonded Post-Tensioned Concrete Beams: Model Validation." Key Engineering Materials 569-570 (July 2013): 302–9. http://dx.doi.org/10.4028/www.scientific.net/kem.569-570.302.
Повний текст джерелаMortazavi, Ali. "Anchorage and shear strength properties for composite tendons used in earthwork support systems." Construction and Building Materials 21, no. 1 (January 2007): 109–17. http://dx.doi.org/10.1016/j.conbuildmat.2005.06.034.
Повний текст джерелаJia, Li, Zhi Fang, Zhengmeng Huang, Kypros Pilakoutas, Qiwu Wang, and Xingyu Tan. "Flexural Behavior of UHPC Beams Prestressed with External CFRP Tendons." Applied Sciences 11, no. 19 (October 2, 2021): 9189. http://dx.doi.org/10.3390/app11199189.
Повний текст джерелаJung, Woo Tai, Moon Seoung Keum, Jae Yoon Kang, and Jong Sup Park. "An Experimental Study on Anchor Performance of Bare CFRP Tendons with Bond Type Anchor." Advanced Materials Research 1082 (December 2014): 408–11. http://dx.doi.org/10.4028/www.scientific.net/amr.1082.408.
Повний текст джерелаSAWABE, Sumihiro, Naoshi UEDA, Hikaru NAKAMURA, and Minoru KUNIEDA. "SHEAR FAILURE BEHAVIOR ANALYSIS OF RC BEAM WITH UNBONDED REGION AND DECREASED BOND STRENGTH IN STIRRUPS." Doboku Gakkai Ronbunshuu E 62, no. 2 (2006): 444–61. http://dx.doi.org/10.2208/jsceje.62.444.
Повний текст джерелаSatwika, Vanteddu, and Mohit Jaiswal. "Comparison of RCC and Post-Tensioned Flat Slabs Using ETABS." IOP Conference Series: Earth and Environmental Science 982, no. 1 (March 1, 2022): 012084. http://dx.doi.org/10.1088/1755-1315/982/1/012084.
Повний текст джерелаDolatabad, Yousef Askari, and Ali-Akbar Maghsoudi. "Ultimate stress increase in unbonded tendons in post-tensioned indeterminate I-beams cast with high strength normal and self compacting concrete." Engineering Science and Technology, an International Journal 21, no. 3 (June 2018): 495–506. http://dx.doi.org/10.1016/j.jestch.2018.04.006.
Повний текст джерелаWang, Guo Lin, and Wen Sheng Ding. "Experimental Study on Shear Behavior of Prestressed Concrete Beams." Applied Mechanics and Materials 226-228 (November 2012): 1045–48. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.1045.
Повний текст джерелаMarshe, Sylvanus, and Mark F. Green. "Punching behaviour of composite bridge decks transversely prestressed with carbon fibre reinforced polymer tendons." Canadian Journal of Civil Engineering 26, no. 5 (October 1, 1999): 618–30. http://dx.doi.org/10.1139/l99-027.
Повний текст джерелаZhang, Yannian, Ning Li, Qingjie Wang, Zhijun Li, and Xiaoyan Qin. "Shear Behavior of T-Shaped Concrete Beams Reinforced with FRP." Buildings 12, no. 12 (November 24, 2022): 2062. http://dx.doi.org/10.3390/buildings12122062.
Повний текст джерелаZhu, Zhangfeng, and Zhengxing Guo. "Experiments on Hybrid Precast Concrete Shear Walls Emulating Monolithic Construction with Different Amounts of Posttensioned Strands and Different Debond Lengths of Grouted Reinforcements." Advances in Materials Science and Engineering 2016 (2016): 1–13. http://dx.doi.org/10.1155/2016/6802503.
Повний текст джерелаHassan, Ammar, Makoto Kawakami, Kyoji Niitani, and Tamio Yoshioka. "An experimental investigation of steel-free deck slabs." Canadian Journal of Civil Engineering 29, no. 6 (December 1, 2002): 831–41. http://dx.doi.org/10.1139/l02-092.
Повний текст джерелаAtutis, Edgaras, Marius Budvytis, and Mantas Atutis. "EXPERIMENTAL STUDY ON THE FLEXURAL AND SHEAR ANALYSIS OF CONCRETE BEAMS REIN FORCED WITH GLASS FIBER -REINFORCED (GFRP) BARS / STIKLO PLUOŠTO ARMATŪRA ARMUOTŲ SIJŲ, IŠANKSTINIO ĮTEMPIMO ĮTAKOS LAIKOMAJAI GALIAI IR STANDUMUI EKSPERIMENTINIS TYRIMAS." Mokslas - Lietuvos ateitis 5, no. 5 (December 19, 2013): 467–73. http://dx.doi.org/10.3846/mla.2013.73.
Повний текст джерелаHan, Sun-Jin, Jae-Hoon Jeong, Hyo-Eun Joo, Seung-Ho Choi, Seokdong Choi, and Kang Su Kim. "Flexural and Shear Performance of Prestressed Composite Slabs with Inverted Multi-Ribs." Applied Sciences 9, no. 22 (November 17, 2019): 4946. http://dx.doi.org/10.3390/app9224946.
Повний текст джерелаWang, Xiao-Hui, and Xi-La Liu. "Analysis of RC beam with unbonded or exposed tensile steel reinforcements and defective stirrup anchorages for shear strength." Computers & concrete 10, no. 1 (July 25, 2012): 59–78. http://dx.doi.org/10.12989/cac.2012.10.1.059.
Повний текст джерелаChoi, Chang Sik, Baek Il Bae, Hyun Ki Choi, and Il Sung Park. "Shear Strength Upgrade of Perforated RC Shearwalls Using Prestress and Steel Plate." Advanced Materials Research 194-196 (February 2011): 1896–99. http://dx.doi.org/10.4028/www.scientific.net/amr.194-196.1896.
Повний текст джерелаMei, Kui Hua, Zhi Tao Lv, and Ji Wen Zhang. "The Static Test Study on Anchors of CFRP Cables." Advanced Materials Research 671-674 (March 2013): 1635–40. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.1635.
Повний текст джерелаHassanin, A. I., and H. F. Shabaan. "Effects of Uniform Load on Externally Post-tensioning Composite Beams under Multiple Degrees of Shear Connection." IOP Conference Series: Earth and Environmental Science 1026, no. 1 (May 1, 2022): 012024. http://dx.doi.org/10.1088/1755-1315/1026/1/012024.
Повний текст джерелаElbelbisi, Ahmed H., Alaa A. El-Sisi, Hilal A. Hassan, Hani A. Salim, and Hesham F. Shabaan. "Parametric Study on Steel–Concrete Composite Beams Strengthened with Post-Tensioned CFRP Tendons." Sustainability 14, no. 23 (November 28, 2022): 15792. http://dx.doi.org/10.3390/su142315792.
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