id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
cet-4055		cet-4055		6	.pdf	application/pdf	2255	86	50	Under transient impact force, the rebar end propagated the vibration to the other end in the form of stress wave. The reason is that the initial concrete strength has not formed, thus exerting little bond stress on the rod body; however, the concrete strength increases as the concrete continues to be cured, leading to a prolonged reflection of stress wave at the bottom of the anchoring bar(Zhou, et al., 1985).	cache/cet-4055.pdf	txt/cet-4055.txt