FIELD: construction industry. SUBSTANCE: invention can be used to determine cracks in extended zone of reinforced concrete structures of type of beam. Tested structure is deformed by constant load 5-10 times, average values of relative deformation in stretched fittings and compressed zone of concrete. Bending moments on supporting ends are found graphically with the use of average values. Stiffness of supporting fixings is determined theoretically on their basis. EFFECT: increased accuracy in determination of carrying capacity of operating structures with due account of stiffness of supporting fixings of members. 6 dwg
Title | Year | Author | Number |
---|---|---|---|
PROCESS OF EXPERIMENTAL-THEORETIC DETERMINATION OF RIGIDITY OF SUPPORTING AND UNIT ATTACHMENTS OF BUILDING STRUCTURES | 2000 |
|
RU2176388C1 |
METHOD OF NONDESTRUCTIVE TESTING OF LOAD-CARRYING CAPACITY OF REINFORCED CONCRETE CONSTRUCTIONS | 2004 |
|
RU2275613C2 |
METHOD OF MEASURING LENGTH OF CRACKS AND SPEED OF ITS DEVELOPMENT IN BENT AND STRETCHED ELEMENTS OF STRUCTURES | 2015 |
|
RU2596694C1 |
REINFORCED CONCRETE COVERING PANEL | 1998 |
|
RU2149960C1 |
METHOD FOR EVALUATING FIRE RESISTANCE OF REINFORCED CONCRETE SLAB WITH PINCHED CONTOUR | 2017 |
|
RU2674570C1 |
METHOD FOR DETERMINING FIRE RESISTANCE OF REINFORCED CONCRETE COLUMN OF ROUND SECTION | 2018 |
|
RU2678780C1 |
REINFORCED CONCRETE BEAM REINFORCEMENT METHOD | 2004 |
|
RU2270903C1 |
METHOD FOR MANUFACTURING PRE-STRESSED REINFORCED CONCRETE BEAM | 1999 |
|
RU2170312C1 |
METHOD FOR DETERMINING THE FIRE RESISTANCE OF REINFORCED CONCRETE COMPRESSED ELEMENT OF THE ANNULAR SECTION | 2018 |
|
RU2678781C1 |
METHOD FOR NONDESTRUCTIVE INSPECTION OF CARRYING CAPACITY OF SINGLE-FLIGHT REINFORCED CONCRETE BEAMS | 2014 |
|
RU2579545C1 |
Authors
Dates
2002-07-10—Published
2000-10-04—Filed