SU731324A1 - Method of measuring stresses in steel structure elements - Google Patents

Method of measuring stresses in steel structure elements Download PDF

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Publication number
SU731324A1
SU731324A1 SU782658971A SU2658971A SU731324A1 SU 731324 A1 SU731324 A1 SU 731324A1 SU 782658971 A SU782658971 A SU 782658971A SU 2658971 A SU2658971 A SU 2658971A SU 731324 A1 SU731324 A1 SU 731324A1
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SU
USSR - Soviet Union
Prior art keywords
steel structure
structure elements
measuring stresses
stresses
measuring
Prior art date
Application number
SU782658971A
Other languages
Russian (ru)
Inventor
Владимир Николевич Макаров
Талгат Хасанович Бикташев
Original Assignee
Проектный и научно-исследовательский институт "Уральский промстройниипроект"
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Priority to SU782658971A priority Critical patent/SU731324A1/en
Application granted granted Critical
Publication of SU731324A1 publication Critical patent/SU731324A1/en

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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Description

ти, кроме того, факт ненагруженности устанавливаетс  всегда только предположительно , а это резко снижает точность измерений искомых напр жений.Moreover, the fact of non-loading is always presumably established only, and this drastically reduces the accuracy of measurements of the required stresses.

Цель изобретени  - повышение точности измерени .The purpose of the invention is to improve the measurement accuracy.

Эта цель достигаетс  тем, что изменение напр женного состо ни  элемента конструкции производ т в одном месте в две ступени и измер ют на каждой стунени первую и вторую производные зависимости выходного сигнала преобразовател  от приложенных напр жений и но значени м производных определ ют величину и знак искомых напр жений.This goal is achieved by varying the stress state of a structural element at one place in two stages and measuring the first and second derivatives of the output signal of the converter from the applied voltages on each stun and determining the magnitude and sign of the sought stress

Способ осуществл етс  следующим образом .The method is carried out as follows.

Исследуемую точку элемента с помощью струбцины, зажима дополнительно нагружают (или разгружают) на величину Дсг, состо щую из Aai (перва  ступень) и Аа2 (втора  ступень). Дл  каждой ступени фиксируют соответствующее изменение сигнала AL/i и ДС/2 на выходе электромагнитного датчика. Соответственно дл  каждой ступени измер ют значени  первой производной зависимости выходного сигнала датчика от приложенных напр женийThe test point of the element with the help of a clamp, the clamps are additionally loaded (or unloaded) by the value of DSG consisting of Aai (first stage) and Aa2 (second stage). For each stage, record the corresponding change in the signal AL / i and DC / 2 at the output of the electromagnetic sensor. Accordingly, for each stage, the values of the first derivative of the dependence of the output signal of the sensor on the applied voltages are measured.

иand

Берут среднее арифметическое значение первых производных, полученных на каждой ступени нагружени Take the arithmetic average of the first derivatives obtained at each step of loading

Ш А и гW a and g

Ц (о) : ° .C (o): °.

2 2

Численное значение второй производной получают приближенно по известной формулеThe numerical value of the second derivative is obtained approximately according to the known formula

U() .U ().

Величину и знак искомых напр жений определ ют , реша  систему уравугеиийThe magnitude and sign of the required stresses are determined by solving the system of equations.

U(.) ,U (.),

2С52С5

15АГ15AG

{)т () t

1о/(21o / (2

10 где нижнее уравнение  вл етс  результатом дифференцировани  верхнего.10 where the lower equation is the result of differentiating the upper one.

Claims (2)

1.Авторское свидетельство СССР N°. 372465, кл. G OIL 1/12, 12.04.71.1. USSR author's certificate N °. 372465, cl. G OIL 1/12, 12.04.71. 2.Совершенствование и внедрение метода контрол  напр л енного соето ни  монтируемых и эксплуатируемых металлоконструкций посредством использовани  эффекта магнитоупругости. Научно-технический отчет. Тема 74-57, госрегнстпаци  № 74017802 (прототип).2. Improvement and implementation of the method of controlling the directly installed and operating metal structures by using the effect of magnetoelasticity. Scientific and technical report. Topic 74-57, state registration No. 74017802 (prototype).
SU782658971A 1978-08-14 1978-08-14 Method of measuring stresses in steel structure elements SU731324A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU782658971A SU731324A1 (en) 1978-08-14 1978-08-14 Method of measuring stresses in steel structure elements

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU782658971A SU731324A1 (en) 1978-08-14 1978-08-14 Method of measuring stresses in steel structure elements

Publications (1)

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SU731324A1 true SU731324A1 (en) 1980-04-30

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SU782658971A SU731324A1 (en) 1978-08-14 1978-08-14 Method of measuring stresses in steel structure elements

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2764001C1 (en) * 2021-04-29 2022-01-12 Федеральное государственное бюджетное образовательное учреждение высшего образования "Тюменский индустриальный университет" Method for controlling mechanical stresses in steel structures by the magnetoelastic method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2764001C1 (en) * 2021-04-29 2022-01-12 Федеральное государственное бюджетное образовательное учреждение высшего образования "Тюменский индустриальный университет" Method for controlling mechanical stresses in steel structures by the magnetoelastic method

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