Based on experimental study of ten prestressed concrete beams with web reinforcement ,the methods of negative I-shaped beams were adopted to calculate the shear strength of members with web reinforcement subjected to biaxial loads under biaxial bending.

members with web reinforcement subjected to biaxial uniformly distributed loads was analyzed by drawing lessons from the non-dimensional interaction among bending,shear and torsion strength of R.

members,shear mechanism and shear behavior of reinforced concrete members with web reinforcement subjected to biaxial uniformly distributed loads were explored and four main factors affecting shear strength were analyzed .

This paper studies the experimental research on a series of carbon fiber reinforced plastic (CFRP) reinforced concrete beams without stirrups,analyzes the factors that affect the shear reinforce effects by using carbon fiber reinforced plastic and compares the effects on differing in the plaster mode.

In this paper the emphases are concentrated on the study of the shear mechanism and the effects of the reinforcement using carbon fiber reinforced plastic (CFRP) for beams without stirrups.

Experimental study on shear failure modes for ultrahigh strength concrete RC beams without stirrups;

In this paper,twelve restrained concrete rectangular beams without web reinforcement subjected to biaxial concentrated loads were tested so as to explore their shear mechanism and their behavior.

Twelve restrained concrete rectangular beams without web reinforcement subjected to biaxial concentrated loads were tested so as to explore their shear mechanism and their behavior.

Twenty-two concrete rectangular beams without web reinforcement under biaxial bending were tested to explore the shear behavior.

Based on hydraulic concrete structure design code, the paper compares the web reinforcement amount of two different calculation methods for shear capacity.