Ask for a translation!! I want Chinese that humans can understand!

I met you after I was born, I loved you to death, my heart dyed blue and turned cold... You're gone, and I'm still there

It should be a poem... Pretty good

That's right, what the "impulsive necessary storm" says, that is:

From birth to death, so meet and love.

Let them minus 20g tooth hypersensitivity to my heart is also leaving you directly.

Korean is probably so weird, maybe you're mistaken)

Well, look !!

It will meet it born and the council, as well as because it will die and love.

The onion [lah] leaves to it, but the dye and inside like that are difficult to mind if you [release] [canh oh.]

From birth to death, so meet and negative 20g love poems let them leave you is my heart is also intact.

A typical reinforced concrete bridge deck will experience a 7x10*8 stress cycle of 120-year life during the course [4], while a typical highway interchange is designed for a life experience of at least 40 years and a minimum of 58x10*8 loads.

The different intensities of the cycle. With comparable experimental and analytical studies of frp-strengthened monotonous behavior, a small number of reinforced concrete members reported fatigue behavior was achieved for polymer-based reinforced concrete beams. However, some key investigations [4-6] have clearly indicated that frp-strengthened structures perform better than currently unstrengthened.

In most cases, it has been found that the failed structure initiates one or more locations of continuously generated tension area reinforcement. When debonding FRP reinforcement is generated, it is considered a minor failure mode yield and rupture caused by the consideration of the ultimate state of the steel trampling reinforcement, which is necessary for the overall behavior of the polymer base reinforced concrete beams to be evaluated. hamelin。

Ferrell and ] observed the distribution of FRP pressure in the fatigue life of the first rebar. This means that the assumption that the crosshead section holds the aircraft may not be effective after cargo loading takes into account the behavior in the fatigue load bonded joints, as this assumes that the external FRP reinforcement relies on a perfect connection. The authors warn that, in terms of the behavior of the fatigue properties of the fax, the bonded union needs to conduct an investigation to confirm all observations.

The purpose of this paper is to present a method to determine the value of the allowable shear bond strength (FADH, V, U) and the flip strength (Firefox, U) in the functional number of cycles read. Experimental studies of performance, the behavior of the doublelap cycle CFRP-CONCRETE in single-lap qualifying joints were reported. The two test installations are compared.

The first, a single-turn joint test setup, developed by the University of Sherbrooke and the application, Taipei (Canada), and the second, the double lap joint in the laboratory, developed by the University of Lyon 1 (Villeurbanne, France, etc.). The two types of test setups, cyclic bond stress-slip relationships, cyclic strain distribution profiles bonded frp-to-concrete joints, and presented for discussion. Analyze the S-n relationship (cyclic stress range pairs.

The method for the number of loops that failed. )