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Relevant bibliographies by topics / End anchorage length

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Journal articles

Academic literature on the topic 'End anchorage length'

Author: Grafiati

Published: 4 June 2021

Last updated: 8 February 2022

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Journal articles on the topic "End anchorage length"

1

Gora, Abdurra’uf Mukhtar, Jayaprakash Jaganathan, Mohammed Parvez Anwar, and Hau Y. Leung. "Flexural capacity of bi-directional GFRP strengthened RC beams with end anchorages." International Journal of Structural Integrity 10, no. 2 (2019): 188–207. http://dx.doi.org/10.1108/ijsi-04-2018-0021.

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Purpose The purpose of this paper is to present the results of experimental and theoretical studies on the flexural capacity of reinforced concrete (RC) beams strengthened using externally bonded bi-directional glass fibre reinforced polymer (GFRP) composites and different end anchorage systems. Design/methodology/approach A series of nine RC beams with a length of 1,600 mm and a cross-section of 200 mm depth and 100 mm width were prepared and externally strengthened in flexure with bi-directional GFRP composites. These strengthened beams were anchored with three different end anchorage system

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2

Zou, Lan Lin, and Xing Lin Zhou. "Experimental Study on Strengthened Bridge Structures with Carbon Fiber Plate." Advanced Materials Research 284-286 (July 2011): 997–1000. http://dx.doi.org/10.4028/www.scientific.net/amr.284-286.997.

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In order to analyze the impact of anchor length, ends anchorage measures, strength of concrete, shear-span ratio, reinforcement ratio and the amount of carbon fiber plate on the bearing capacity of strengthened bridge structures with carbon fiber plate, 11 pieces of rectangle beams are fabricated for flexural experimental study. The experimental results show that the ultimate bearing capacity of the specimens increase different degree as different strengthened schemes: the bearing capacity of rectangle beams with plate end anchorage has increased remarkably; The beams have greater bearing capa

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3

Wagner, Juliane, and Manfred Curbach. "Bond Fatigue of TRC with Epoxy Impregnated Carbon Textiles." Applied Sciences 9, no. 10 (2019): 1980. http://dx.doi.org/10.3390/app9101980.

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For the economical construction of fatigue loaded structures with textile reinforced concrete (TRC), it is necessary to investigate the fatigue behavior of the materials. Since next to the tensile load-bearing behavior, the bond behavior of a material is crucial as well, the present paper deals with the bond fatigue of TRC with epoxy-impregnated carbon textiles. First, static tests are carried out to determine the sufficient anchorage length of the investigated material combination. Afterwards, the influence of cyclic loading on the necessary anchorage length, deformation, stiffness, and resid

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4

Ghoddousi, P., R. Ahmadi, and M. Sharifi. "Fiber pullout model for aligned hooked-end steel fiber." Canadian Journal of Civil Engineering 37, no. 9 (2010): 1179–88. http://dx.doi.org/10.1139/l10-053.

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The main objective of this study is to derive an analytical model for the pullout behavior of hooked-end steel fiber. The pullout behavior of hooked-end steel fiber comprises a component due to interfacial bond stress at the fiber–matrix interface and a component due to mechanical anchorage at the hook end of the fiber. To study the first component, the effects of hooks on the distributions of the force and stresses along the fiber length are analyzed. Then these results are used, with the concept of bond shear stress versus slip relation between fiber and matrix, to obtain a force component d

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5

Su, Qing Tian, and Dong Fang Wang. "Mechanical Analysis for Anchorage Zone Connecting Main Cable and Main Girger of Self-Anchored Suspension Bridge." Applied Mechanics and Materials 178-181 (May 2012): 2281–84. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.2281.

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Self-anchored suspension bridge is a self-balancing system by anchored the main cable at each end of main girder. With complicated configuration and important rule of transferring tension in main cable to main girder, the anchorage region is one of the most critical issues during designing a self-anchored suspension bridge. It is impossible to fully understand the mechanical behavior only by spatial beam and column model but spatial refined model. Because the behavior of anchorage region is greatly influenced by its boundary condition, in this paper, reasonable length of main girder in calcula

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6

Zhuang, Ning, Honghan Dong, Da Chen, and Yeming Ma. "Experimental Study of Aged and Seriously Damaged RC Beams Strengthened Using CFRP Composites." Advances in Materials Science and Engineering 2018 (October 21, 2018): 1–9. http://dx.doi.org/10.1155/2018/6260724.

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This paper presents results from experiments on aged and seriously damaged reinforced concrete (RC) beams strengthened with different arrangements of external carbon fiber-reinforced polymer (CFRP) laminates and end anchorages. Seven RC beams from an old bridge, measuring 250 × 200 × 2300 mm, were tested. All specimens were loaded to yield load to evaluate initial mechanical properties. Then, these seriously damaged specimens were repaired using different CFRP-reinforcing schemes and reloaded to failure. The yield load growth due to CFRP reinforcement ranged from 5% to 36%. Different parameter

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7

Zhao, Zenghui, Qing Ma, Yunliang Tan, and Xiaojie Gao. "Load transfer mechanism and reinforcement effect of segmentally yieldable anchorage in weakly consolidated soft rock." SIMULATION 95, no. 1 (2018): 83–96. http://dx.doi.org/10.1177/0037549718770284.

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Mine disasters, such as large deformation, floor heave, and roof fall, occur extremely easily in weakly consolidated soft rock strata in western China, posing enormous challenges to traditional anchorage support design. To avoid tensile failure of bolts as a result of the superposition effect of stress accumulation, a segmentally yieldable anchorage support, taking into consideration the different failure zones in surrounding rock, is presented in this paper. First, load transfer mechanisms and the process of anchorage failure are analyzed for end anchorage, full-length anchorage, and segmenta

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8

Nigro, Emidio, Antonio Bilotta, Giuseppe Cefarelli, Gaetano Manfredi, and Edoardo Cosenza. "Bond Models for FRP Bars Anchorage in Concrete Slabs under Fire." Applied Mechanics and Materials 82 (July 2011): 533–38. http://dx.doi.org/10.4028/www.scientific.net/amm.82.533.

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Experimental tests were recently performed to evaluate resistance and deformability of nine concrete slabs reinforced with Fiber Reinforced Polymer (FRP) bars in fire situation by varying (a) external loads in the range of the service loads, (b) concrete cover in the range of usual values (30-50mm), (c) bar end shape (straight or bent) and its length at the end of the concrete members, namely in the zone not directly exposed to fire (250-500mm). Experimental results showed the importance of concrete cover in the zone directly exposed to fire for the protection provided to FRP bars, due to its

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9

Li, Biao, Yong Xin Yang, Qing Rui Yue, Bin Wang, Peng Yang Zhang, and Hua Wei Cheng. "Experimental Study on Mechanical Properties of CFRP Tendon." Applied Mechanics and Materials 357-360 (August 2013): 1097–101. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.1097.

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According to GB/T 26743-2011, 37 different surface state of 8 mm CFRP tendons are made on the mechanical properties test to determine some mechanical properties such as tensile strength, elastic modulus and elongation rate. The experiment process, experimental method and failure state are introduced in detail. Considering many factors to the experimental results, the results are analyzed from production process, binder type, anchorage length and fiber species. The results showed that stress-strain curves are straight lines and the failure mechanism has brittle fracture characteristics. From th

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10

Hosen, Md Akter, Mohd Zamin Jumaat, and A. B. M. Saiful Islam. "Inclusion of CFRP-Epoxy Composite for End Anchorage in NSM-Epoxy Strengthened Beams." Advances in Materials Science and Engineering 2015 (2015): 1–10. http://dx.doi.org/10.1155/2015/812797.

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Nowadays, the use of near surface mounted (NSM) technique strengthening reinforced concrete (RC) structural members is going very popular. The failure modes of NSM strengthened reinforced concrete (RC) beams have been shown to be largely due to premature failure such as concrete cover separation. In this study, CFRP U-wrap end anchorage with CFRP fabrics was used to eliminate the concrete cover separation failure. A total of eight RC rectangular beam specimens of 125 mm width, 250 mm depth, and 2300 mm length were tested. One specimen was kept unstrengthened as a reference; three specimens wer

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