Elastic modulus measuring method and device for flexible concrete with strength of 1-5MPa
A flexible concrete and elastic modulus technology, applied in the direction of applying stable tension/pressure to test the strength of materials, etc., can solve the problems that flexible concrete cannot be fully reflected, the elastic modulus cannot be accurately calculated, and the preloading operation is difficult to master. To achieve the effect of easier mastery, wide application range and convenient transportation
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Embodiment 1
[0064] Such as figure 1 As shown, a flexible concrete modulus of elasticity measuring device includes an axial press frame, and the axial press frame is composed of a base 1, a column 2 connected to the base 1, and a crossbeam 3 positioned at the upper end of the column 2; The axial force measuring device 4 is located in the axial pressure frame, and one end of the axial force measuring device 4 is connected with the crossbeam 3 of the axial pressure frame, and the other end is connected with the upper pressure plate 5; the upper pressure plate 5 is connected with the lower pressure plate An axial displacement meter 8 is connected between the pressure plates 7, and a runner 9 is provided on the base 1 of the axial pressurization frame, and the lower transmission pressure plate 7 and the runner 9 pass through the conical shaft located in the base 1 of the axial pressurization frame. The gear transmission connection realizes the lifting of the lower transmission pressure plate 7...
Embodiment 2
[0083] Comparative Test:
[0084] The maximum stress of the flexible concrete specimen to be tested is 1.13MPa, and the maximum stress of 0.4 times or 30% of the maximum stress is less than 0.5Mpa. The calculation method of elastic modulus in GB50081-2002 "Standard for Test Methods of Mechanical Properties of Ordinary Concrete", SL352-2006 "Test Regulations for Hydraulic Concrete", and DL5150-2001 "Test Regulations for Hydraulic Concrete" cannot be obtained correctly. Elastic modulus data.
[0085] According to the method of the present invention, the stress-strain relationship graph obtained is as follows image 3 As shown, calculate according to Ec=(ΔP / A)×(L / ΔL), the result is as follows:
[0086] Ec=(1.12-0.2)×(150 / 0.65-0.044)=228MPa
[0087] Calculated according to the calculation method of elastic modulus in GB50081-2002 "Standard for Test Methods of Mechanical Properties of Ordinary Concrete", SL352-2006 "Test Regulations for Hydraulic Concrete", and DL5150-2001 "Test...
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