Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Adi Abu-Obeidah"'
Publikováno v:
Procedia Structural Integrity. 17:403-410
Fiber Reinforced Polymers (FRP) and steel had proven to be very effective as externally bonded shear strengthening materials However, they both have their shortcomings. Recently developed high strength Aluminum Alloy (AA) plates possess desirable cha
Autor:
Pengwei Guo, Zhenghua Lyu, Jiang Du, Yi Bao, Hani Nassif, Adi Abu-Obeidah, Weina Meng, Hao Wang, Kamal H. Khayat
Publikováno v:
Composites Part B: Engineering. 224:109220
Ultra-high-performance concrete (UHPC) is a type of cement-based composite for new construction and/or restoration of existing structures to extend service life. UHPC features superior workability, mechanical properties, and durability compared with
Publikováno v:
Construction and Building Materials. 128:24-37
Recently developed high strength aluminum alloys (AA) have desirable characteristics that make them attractive as externally bonded strengthening materials. This paper investigates the potential of using AA plates for shear strengthening of reinforce
Publikováno v:
Construction and Building Materials. 114:364-373
Basalt fiber-reinforced polymers (B) composite laminates have been extensively used over the last decade in externally strengthening of reinforced concrete (RC) slabs and beams in flexure and shear. Basalt fibers have higher thermal resistance, corro
Publikováno v:
Composite Structures. 227:111337
This study presents the bending performance of reinforced concrete (RC) beams strengthened with hybrid carbon and basalt fiber reinforced polymer (CFRP/BFRP) composite sheets. The proposed hybrid system is intended to improve the properties of the st
Publikováno v:
Proceedings of International Structural Engineering and Construction. 5
Structural Health Monitoring (SHM) of concrete structures during construction, as well as over its service life, has recently become more attractive to owners and consulting engineers. With the introduction of new materials and construction methods,
Publikováno v:
Computers & Structures. 147:36-46
This paper presents the development of a 3D nonlinear finite element (FE) model to capture and predict the response of shear deficient simply supported reinforced concrete (RC) beams strengthened externally with aluminum alloy plates. Five FE models
Publikováno v:
Construction and Building Materials. 75:342-348
Externally bonded fiber reinforced polymer (FRP) laminates are widely used to strengthen and rehabilitate reinforced concrete (RC) structural members in flexure and shear. Despite the clear and proven advantages of using FRPs over traditional materia
Publikováno v:
Journal of Materials in Civil Engineering. 28
The low-cycle fatigue (LCF) behavior of steel in energy-dissipating seismic connections is an important consideration, especially in light of the interest in performance-based seismic design. In this study, the LCF performance of seven steel bar type
Publikováno v:
Steel & Composite structures. 13:295-308
This paper experimentally investigated the buckling capacity of built-up steel columns mainly, Cruciform Columns (CC) and Side-to-Side (SS) columns fabricated from two Universal Beam (UB) sections. A series of nine experimental tests comprised of thr