Time consolidation benches
                  A time consolidation test examines how a bulk solid
                    consolidates when it is stored at rest (e.g. in a silo or
                    IBC). To measure this, the bulk solid specimen is first
                    consolidated with the ring shear tester, then stored under
                    constant load, and finally sheared to failure. All of this
                    can be done automatically with the ring shear tester,
                    without having to remove the shear cell with the bulk solid
                    specimen from the tester. The disadvantage, however, is that
                    the tester is blocked by this specimen. Therefore, the use
                    of a time-consolidation bench for external storage is
                    recommended. 
                  When using a time consolidation bench, the specimen is
                    consolidated with the ring shear tester, then removed from
                    the tester and placed on a time consolidation bench. The
                    consolidation stress is exerted on the specimen through
                    weights. After the consolidation period is over (e.g., after
                    some hours, a day or a week), the specimen is returned to
                    the ring shear tester and sheared again to measure the
                    strength of the consolidated powder. Thus, one obtains a
                    quantitative result on the increase of strength during the
                    consolidation time, which is known as "caking".  
                  
                   The
                    time consolidation bench without cover (type 1SM-O) serves
                    for the storage of one shear cell (type M, S or XS, maximum
                    load 15 kg). The consolidation load is transferred to the
                    powder specimen through a vertical loading system provided
                    with a plate on top on which an appropriate amount of
                    weights is placed.
The
                    time consolidation bench without cover (type 1SM-O) serves
                    for the storage of one shear cell (type M, S or XS, maximum
                    load 15 kg). The consolidation load is transferred to the
                    powder specimen through a vertical loading system provided
                    with a plate on top on which an appropriate amount of
                    weights is placed. 
                    
                     The
                    time consolidation bench type 1S-O serves for the storage of
                    one shear cell type S ore XS (volume ca. 200 ml, maximum
                    load 15 kg). The consolidation load is transferred to the
                    powder specimen through a vertical loading system provided
                    with a plate on top on which an appropriate amount of
                    weights is placed. The design without cover allows a more
                    intensive contact between the powder specimen and the
                    ambient atmosphere. This is preferable if the behavior of
                    the powder in dependence on the ambient conditions has to be
                    studied, e.g. by storing the time consolidation bench with
                    shear cell and powder specimen in a climate cabinet or an
                    oven.
The
                    time consolidation bench type 1S-O serves for the storage of
                    one shear cell type S ore XS (volume ca. 200 ml, maximum
                    load 15 kg). The consolidation load is transferred to the
                    powder specimen through a vertical loading system provided
                    with a plate on top on which an appropriate amount of
                    weights is placed. The design without cover allows a more
                    intensive contact between the powder specimen and the
                    ambient atmosphere. This is preferable if the behavior of
                    the powder in dependence on the ambient conditions has to be
                    studied, e.g. by storing the time consolidation bench with
                    shear cell and powder specimen in a climate cabinet or an
                    oven. 
                   
                   The
                    picture on the right shows the closed time consolidation
                    stand 1S-C. The shear cell, which is not visible on the
                    image, is located in the cylindrical protective container,
                    which serves to shield the shear cell from the ambient
                    atmosphere. Conditioned air or gas can be blown into the
                    interior of the protective container via a hose connection.
The
                    picture on the right shows the closed time consolidation
                    stand 1S-C. The shear cell, which is not visible on the
                    image, is located in the cylindrical protective container,
                    which serves to shield the shear cell from the ambient
                    atmosphere. Conditioned air or gas can be blown into the
                    interior of the protective container via a hose connection.
                    
                    The 1S-C time consolidation stand is based on the 1S-O open
                    time consolidation stand, which is fitted with a protective
                    cover. Existing time consolidation stands of type 1S-O can
                    be converted to type 1S-C by adding the protective cover.
                 
                
                  Wall friction cells
                   Wall
                    friction cells are required for the measurement of the wall
                    friction angle or coefficient of wall friction (friction
                    between a bulk solid and a wall material).
Wall
                    friction cells are required for the measurement of the wall
                    friction angle or coefficient of wall friction (friction
                    between a bulk solid and a wall material). 
                   For
                    the test, an annular wall material specimen ("coupon") is
                    placed in the shear cell with the bulk solid specimen on
                    top, i.e., the bulk solid is located above the wall material
                    like on a hopper wall or a chute, which is absolutely
                    necessary in order to avoid underestimating the wall
                    friction angle in the case of segregating bulk solids. Wall
                    material coupons can be made by the customer according to
                    dimensions given in the tester's manual.
For
                    the test, an annular wall material specimen ("coupon") is
                    placed in the shear cell with the bulk solid specimen on
                    top, i.e., the bulk solid is located above the wall material
                    like on a hopper wall or a chute, which is absolutely
                    necessary in order to avoid underestimating the wall
                    friction angle in the case of segregating bulk solids. Wall
                    material coupons can be made by the customer according to
                    dimensions given in the tester's manual. 
                   
                  
                   The picture above shows the current version of the wall
                    friction cell (shear cell type WM v2), which offers
                    advantages in terms of cleaning and weight. For fine-grained
                    bulk solids (powders), there is an optional rough lid
                    (picture below, principle as for the RST-XS.s ring shear
                    tester) instead of the normally used lid with vanes/pockets
                    which is preferable for coarse-grained bulk solids.
                    
                  
                  
                    
                      
                        
                          | Name | Description | 
                      
                      
                        
                          | WM | "Standard" wall friction cell, specimen volume
                            about 240 ml, outer diameter of the wall material
                            coupon about 215 mm. Optionally with rough lid for optimization for fine
                            bulk solids
 | 
                        
                          | WS | Wall friction cell with specimen volume of about
                            95 ml,  outer diameter of the wall material
                            coupon about ca. 134 mm |