SU1696849A1 - Method for determination of stressed-deformed state of bent reinforced concrete members - Google Patents

Method for determination of stressed-deformed state of bent reinforced concrete members Download PDF

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Publication number
SU1696849A1
SU1696849A1 SU894691448A SU4691448A SU1696849A1 SU 1696849 A1 SU1696849 A1 SU 1696849A1 SU 894691448 A SU894691448 A SU 894691448A SU 4691448 A SU4691448 A SU 4691448A SU 1696849 A1 SU1696849 A1 SU 1696849A1
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SU
USSR - Soviet Union
Prior art keywords
reinforced concrete
stressed
determination
stress
deformed state
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SU894691448A
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Russian (ru)
Inventor
Сергей Николаевич Пузанов
Владимир Викторович Архипов
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Военный Инженерный Краснознаменный Институт Им.А.Ф.Можайского
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Priority to SU894691448A priority Critical patent/SU1696849A1/en
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Publication of SU1696849A1 publication Critical patent/SU1696849A1/en

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Abstract

Изобретение относитс  к измерительной технике и может быть использовано дл  определени  напр женно-деформированного состо ни  железобетонных элементов. Цель изобретени  - повышение точности. Дл  этого до и после деформировани  определ ют стрелу пригиба относительно нейтральной оси элемента, дополнительно измер ют поворот опорных сечений относительно точек, расположенных на боковой наружной поверхности изгибаемого железобетонного элемента на уровне прохождени  продольных осей раст нутой и сжатой арматуры. 1 ил.The invention relates to a measurement technique and can be used to determine the stress-strain state of reinforced concrete elements. The purpose of the invention is to improve accuracy. To do this, before and after deformation, the boom of the bend relative to the neutral axis of the element is determined, the rotation of the supporting sections relative to points located on the lateral outer surface of the flexural reinforced concrete element is measured at the level of the longitudinal axes of the expanded and compressed reinforcement. 1 il.

Description

Изобретение относитс  к измерительной технике и может быть использовано дл  определени  напр женно-деформированного состо ни  изгибаемых железобетонных элементов.The invention relates to a measurement technique and can be used to determine the stress-strain state of bending reinforced concrete elements.

Цель изобретени  - повышение точности за счет измерени  поворота опорных сечений.The purpose of the invention is to improve the accuracy by measuring the rotation of the support sections.

На чертеже представлена схема реализации способа на примере железобетонной балки пр моугольного сечени .The drawing shows a scheme for implementing the method by the example of a reinforced concrete beam of rectangular cross section.

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

На наружной поверхности 1 балки высотой h, шириной b и длиной I размещают реперные точки 2-4 на условно проведенной линии 5 на уровне нейтральной оси балки, размещают в опорных сечени х реперные точки 6, 7 и 8, 9 на уровне прохождени  продольных стержней 10 и 11 раст нутой и сжатой арматуры. С помощью реперных точек 2, 3 и 4 определ ютOn the outer surface 1 of the beam with height h, width b and length I, the reference points 2-4 are placed on the conventionally drawn line 5 at the level of the neutral axis of the beam, and the reference points 6, 7 and 8, 9 at the level of the passage of the longitudinal rods 10 are placed in the reference sections. and 11 expanded and compressed reinforcement. With the help of reference points 2, 3 and 4 determine

стрелу прогиба до и после деформировани , а с помощью реперных точек 6-9 измер ют углы поворота опорных сечений балки. С учетом полученных значений по известным зависимост м определ ют напр женно-деформированное состо ние железобетонных элементов.the deflection arrow before and after deformation, and with the help of reference points 6–9, the angles of rotation of the support sections of the beam are measured. Taking into account the obtained values, the stress-strain state of reinforced concrete elements is determined by known dependencies.

Ф ормула изобретени  Способ определени  напр женно-деформированного состо ни  изгибаемых железобетонных элементов, заключающийс  в том, что измер ют стрелу прогиба относи- тельно нейтральной оси элемента до и после деформировани  и определ ют напр женно-деформированное состо ние, отличающийс  тем, что, с целью повышени  точности, измер ют поворот опорных сечений относительно точек, расположенных на наружной поверхности изгибаемого элемента на уровне прохождени  продольных осей раст нутой и сжатой арматуры.Formula of the invention A method for determining the stress-strain state of bending reinforced concrete elements, which consists in measuring the deflection boom relative to the neutral axis of the element before and after the strain, and determining the stress-strain state, characterized in that In order to increase accuracy, the rotation of the support sections relative to points located on the outer surface of the bending element at the level of the longitudinal axes of the extended and compressed reinforcement is measured.

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Claims (1)

Формула изобретенияClaim Способ определения напряженно-де- . формированного состояния изгибаемых же- ! лезобетонных элементов, заключающийся в том, что измеряют стрелу прогиба относи. тельно нейтральной оси элемента до и после деформирования и определяют напряженно-деформированное состояние, отличающийся тем, что, с целью повышения точности, измеряют поворот опорных сечений относительно точек, расположенных на наружной поверхности изгибаемого элемента на уровне прохождения продольных осей растянутой и сжатой арматуры.The method for determining stress-de. formed state of bending same- ! lezobetonnyh elements, namely, that they measure the arrow of the deflection relative. the neutral axis of the element before and after deformation and determine the stress-strain state, characterized in that, in order to increase accuracy, measure the rotation of the reference sections relative to points located on the outer surface of the bent element at the level of passage of the longitudinal axes of the stretched and compressed reinforcement. 1696849А1 хз *>-а1696849A1 xs *> - a
SU894691448A 1989-05-11 1989-05-11 Method for determination of stressed-deformed state of bent reinforced concrete members SU1696849A1 (en)

Priority Applications (1)

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SU894691448A SU1696849A1 (en) 1989-05-11 1989-05-11 Method for determination of stressed-deformed state of bent reinforced concrete members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU894691448A SU1696849A1 (en) 1989-05-11 1989-05-11 Method for determination of stressed-deformed state of bent reinforced concrete members

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2704327C1 (en) * 2019-01-31 2019-10-28 Олег Дмитриевич Рубин Method of determining bending and torsion stress components in reinforcement rods

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Финк К. и Рорбах X. Измерение напр жений и деформаций. - М.: ГНТИМАШ, 1961.С.175. *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2704327C1 (en) * 2019-01-31 2019-10-28 Олег Дмитриевич Рубин Method of determining bending and torsion stress components in reinforcement rods

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