In case of RCC members, the tensile stresses from concrete
                                                            are
                                                            transferred to the steel reinforcement bars. The high
                                                            tensile strength
                                                            of steel complements the high compressive strength of
                                                            concrete to result
                                                            in a stable and safe Reinforced Cement Concrete structure.
                                                        
                                                         
                                                        This is possible only if there is a perfect bond between the
                                                            cement and
                                                            the steel. This bond is made possible by the ribs present on
                                                            the surface
                                                            of TMT bars. In case of JSW Neosteel, Well-defined ribs that
                                                            exceed the
                                                            standard AR value specifications, ensure better bonding with
                                                            cement.
                                                            This makes the structure super resilient to the action of
                                                            all kinds of
                                                            loads.
                                                        In case of ordinary TMT bars, due to improper bonding between
                                                            concrete
                                                            and the reinforcement bars, the tensile stresses from
                                                            concrete do not
                                                            get transferred to the steel bars. This results in failure
                                                            of concrete
                                                            under the tensile stresses.