Results 41 to 50 of about 787,422 (193)
Buoyancy-driven crack propagation from an over-pressured source [PDF]
The propagation of a liquid-filled crack from an over-pressured source into a semi-infinite uniform elastic solid is studied. The fluid is lighter than the solid and propagates due to its buoyancy and to the source over-pressure.
Roper, S.M. +3 more
core +1 more source
Effects of crack width, wet-dry ratio, and exposure duration of wet-dry cycles on chloride ingress of RC beams were experimentally studied. Crack widths of 40, 70, 90, and 120 microns were, respectively, induced by three-point flexural loading and four ...
Jieqiong Wu +3 more
doaj +1 more source
Experimental Study on Crack Width of HRB600 Grade High-Strength Steel Bar Reinforced Concrete Beams
High-strength reinforcement is an important direction in the development of civil engineering. In order to fill the gap that the current concrete structure code GB50010 has no standard regulations applicable to HRB600-grade high-strength reinforcement ...
Xiaoyi Hu +5 more
doaj +1 more source
The effects of crack width on chloride ingress and mechanical behavior of reinforced concrete (RC) specimens were experimentally studied after exposure to 300 cycles of freeze-thaw and seawater immersion (75 times).
Bei Shen +3 more
doaj +1 more source
To analyze the effect of the width of a prefabricated crack on the dimensionless stress intensity factor of notched semi-circular bend (NSCB) specimens, ABAQUS software was employed to perform numerical calibration of the crack tip stress intensity ...
Sheng Zhang, Longfei Wang, Mingzhong Gao
doaj +1 more source
Glass fiber-reinforced polymer (GFRP)-reinforced concrete (RC) flexural elements are typically designed to fulfill the serviceability criteria, including deflection and crack width.
Omid Habibi, Omar Gouda, Khaled Galal
doaj +1 more source
With comprehensive seepage monitoring data, traditional methods can effectively provide early warnings for seepage safety. However, after drought conditions, these methods show a delay in accurately reflecting the dam’s seepage status through monitoring ...
YE Wei +4 more
doaj +1 more source
This study aims to explore the effects of various pre-cracked widths, seawater erosion and BFRP reinforcement ratios on the cracking behavior of steel fiber reinforced concrete (SFRC) beams with Basalt Fiber Reinforced Polymer (BFRP) bars subjected to ...
Haitang Zhu +5 more
doaj +1 more source
Simulation of Chloride Diffusion in Cracked Concrete with Different Crack Patterns
Chloride-induced corrosion of steel rebar is one of the primary durability problems for reinforced concrete structures in marine environment. Furthermore, if the surfaces of concrete structures have cracks, additional chloride can penetrate into concrete
Xiao-Yong Wang, Li-Na Zhang
doaj +1 more source
Novel visual crack width measurement based on backbone double-scale features for improved detection automation [PDF]
State-of-the-art machine-vision systems have limitations associated with crack width measurements. The sample points used to describe the crack width are often subjectively defined by experimenters, which obscures the crack width ground truth ...
Zhou, Hao +6 more
core +1 more source

